Stage 1 - Remedial measures for stabilizing landslide at Beragala on Betagala Haliela Road (English)
- New search for: Mallawaratchie, D. P.
- New search for: Thuraisamy, M.
- New search for: Jayamanne, J.
- New search for: Attanayake, A. M. L.
- New search for: Norwegian Geotechnical Society
- New search for: Mallawaratchie, D. P.
- New search for: Thuraisamy, M.
- New search for: Jayamanne, J.
- New search for: Attanayake, A. M. L.
- New search for: Senneset, K.
- New search for: Norwegian Geotechnical Society
In:
Landslide
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1759-1764
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1996
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ISBN:
- Conference paper / Print
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Title:Stage 1 - Remedial measures for stabilizing landslide at Beragala on Betagala Haliela Road
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Contributors:Mallawaratchie, D. P. ( author ) / Thuraisamy, M. ( author ) / Jayamanne, J. ( author ) / Attanayake, A. M. L. ( author ) / Senneset, K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering
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Conference:International symposium; 7th, Landslide ; 1996 ; Trondheim; Norway
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Published in:Landslide ; 1759-1764LANDSLIDES -INTERNATIONAL SYMPOSIUM- ; 3 ; 1759-1764
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Publisher:
- New search for: A.A. Balkema
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Publication date:1996-01-01
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Size:6 pages
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Remarks:Also known as ISL '96
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ISBN:
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Type of media:Conference paper
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Type of material:Print
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Language:English
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Keywords:
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Source:
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Table of contents conference proceedings
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
- 3
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Observation and analysis of the ground conditions in the Jurassic landslip terrain of southern BritainHawkins, A. B. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 17
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Slope stability evaluations in engineering practiceJanbu, N. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 35
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Landslide hazard - Risk maps at different scales: Objectives, tools and developmentsLeroi, E. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 53
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Geotechnical characterization of slope movementsLeroueil, S. / Vaunat, J. / Picarelli, L. / Locat, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 75
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From landslide causes to landslide remediationPopescu, M. E. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 97
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The influence of meteorological factors on the initiation of debris flows, rockfalls, rockslides and rockmass stabilitySandersen, F. / Bakkehoei, S. / Hestnes, E. / Lied, K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 115
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Prediction of earthquake induced landslidesSassa, K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 135
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A risk-based method for landslide mitigationAnderson, L. R. / Bowles, D. S. / Pack, R. T. / Keaton, J. R. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 141
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Examples of mudslides on low-gradient clayey slopesAngeli, M.-G. / Gasparetto, P. / Menotti, R. M. / Pasuto, A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 147
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Assessment of shallow landslide susceptibility by means of statistical techniquesBaeza, C. / Corominas, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 153
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Landslide-susceptibility numerical mapping at the Messina Straits Crossing site, ItalyBaldelli, P. / Aleotti, P. / Polloni, G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 159
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Historical data in evaluating landslide hazard in some villages in Southern ItalyBozzano, F. / De Pari, P. / Mugnozza, G. S. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 165
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Assessment of landslide hazards by means of geological and hydrological risk mappingBunza, G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 171
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Debris flows in deeply weathered granitoids (Serre Massif - Calabria, Southern Italy)Calcaterra, D. / Parise, M. / Dattola, L. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 177
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Geological and land instability mapping using a G. I. S. package as a building block for the development of a risk assessment procedureChowdhury, R. N. / Flentje, P. N. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 183
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Aspects of risk assessment for landslidesChowdhury, R. N. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 189
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Assessment of risk and prevention of landslides in urban areas of the Italian AlpsEusebio, A. / Grasso, P. / Mahtab, A. / Morino, A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 195
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Landslide initiation and runout on clearcut hillslopesFannin, R. J. / Wise, M. P. / Wilkinson, J. M. T. / Rollerson, T. P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 201
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Framework for assessing the probability of sliding of cut slopesFell, R. / Finlay, P. / Mostyn, G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 209
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Use of discriminant functions in assessing the probability of slope failureFinlay, P. J. / Martin, R. P. / Mostyn, G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 215
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Landslide hazard at the San Salvador volcano, El SalvadorFinnson, H. / Baecklin, C. / Bodare, A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 221
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Further steps in a geotechnical zonationForero-Due�as, C. A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 227
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Assessment of slope failure for the management of excavation at Tehri spillway, IndiaGupta, U. P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 233
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Rock avalanche runout prediction using a dynamic modelHungr, O. / Evans, S. G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 239
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Engineering geological approach for the assessment of landslide hazard in the Himalayan terrain for the highwayJhingran, V. / Mukherjee, D. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 245
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Structural-tectonic and lithogenetic features of a rock massif as factors of landslide processesKozlova, T. V. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 251
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Kinematical-geotechnical aspects of landslides in GermanyKrauter, E. / Lippomann, R. / Moser, M. / Mueller, B. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 257
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Landslide hazard evaluation in a part of HimalayaKumar, K. / Tolia, D. S. / Kumar, S. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 263
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Vulnerability assessment of elements exposed to mass-movement: Working toward a better risk perceptionLeone, F. / Aste, J. P. / Leroi, E. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 271
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Development of a 3-D model for block trajectories, based on synthetic imagery and stress vs. deformation lawsLeroi, E. / Pontarollo, F. / Gascuel, J. D. / Gascuel, M. P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 279
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SLIDISP - A procedure to locate landslide prone areasLiener, S. / Kienholz, H. / Liniger, M. / Krummenacher, B. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 285
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Engineering geological mapping for the assessment and management of landslide hazard along coastal areas in Trinidad, West IndiesMaharaj, R. J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 291
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Landslide investigations in Carpathian MountainsManea, S. / Andrei, S. V. / Antonescu, I. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 295
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Using neural networks to predict slope movementsMayoraz, F. / Cornu, T. / Vulliet, L. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 301
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A review of coastal landslide management on the Isle of Wight, UKMcInnes, R. G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 309
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Geomorphometric assessment of hill slope instability of Matli landslide in Uttarkashi district, Garhwal Himalaya (India)Mehrotra, G. S. / Parkash, S. / Dharmaraju, R. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 315
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Landslide hazard assessment - A need for environmental management of HimalayaMehrotra, G. S. / Kanungo, D. P. / Mahadeviah, K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 321
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Determination of the spatial and temporal activity of landslides based on tree-ring analysisMoya, J. / Corominas, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 327
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Landslides in the Himalaya - Causes, types and managementMullick, B. B. / Ghosh, C. A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 333
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Assessment of slopes stress state and stabilityPangaev, V. J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 337
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Risk factor monitoring for landslidesPopa, A. / Fetea, L. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 339
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Modern problems and quantitative methods of landslide risk assessmentRagozin, A. L. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 345
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Frequent landslides in Nilgiris, India - A phenomenon related to pleistocene tectonismRamasamy, S. M. / Francis, S. / Neelakantan, R. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 351
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The probabilistic evaluation of landslide riskRezig, S. / Favre, J. L. / Leroi, E. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 357
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Investigation and monitoring of landslides at the Polyphyton project in GreeceRiemer, W. / Pantzartzis, P. / Krapp, L. / Scourtis, C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 363
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Using a geographical information system to record and assess landslide-related risks in RomaniaRosenbaum, M. S. / Popescu, M. E. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 371
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Full-course numerical simulation of hazardous landslides and fallsRunqiu, H. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 377
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New Swedish national rules for slope stability analysisSaellfors, G. / Larsson, R. / Ottosson, E. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 381
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A probabilistic approach for landslide zonation in parts of Garhwal HimalayaSharma, V. K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 387
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Quantitative safety factor mapping by means of the Natural Slope Methodology (NSM)Shuk, T. / Hernandez, E. E. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 393
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Landslides in the Republic of PanamaVillarreal De Guizado, O. / Aparicio, L. R. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 397
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The Chloewena landslide: Prediction with a viscous modelVulliet, L. / Bonnard, C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 403
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Recent landslide problems in the town of Caramanico Terme, ItalyWasowski, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 411
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Assessment and management of landslide hazards near the Tully Valley landslide, Syracuse, New York, USAWieczorek, G. F. / Gori, P. L. / Jaeger, S. / Kappel, W. M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 417
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Travel distance of landslide debrisWong, H. N. / Ho, K. K. S. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 423
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Landslide hazard predictionWu, T. H. / Abdel-Latif, M. A. / Wieczorek, G. F. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 429
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An extended Point Estimate Method for the determination of the probability of failure of a slopeYu, Y. F. / Mostyn, G. R. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 435
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Assessment of risks, hazard and mitigation of rockfall in Dahekou Hydropower StationZhou, Y. / Li, T. / Zhou, W. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 443
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Human interferences with metastable slopes of the Stubnerkogel near Badgastein (Salzburg, Austria) and their consequences for slope stabilityBauer, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 447
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The mechanism to the self-vibrating liquefied landslide and its experimental studyZhu, B. / Guo, S. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 453
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Stability and flowage of thawing soil on slopesBondarenko, G. I. / Tsernat, A. A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 457
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Kinematic features of earthflows in southern Apennines, ItalyGiusti, G. / Iaccarino, G. / Pellegrino, A. / Picarelli, L. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 463
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Relationship between railway tunnel damages and mountain landslidesWang, G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 467
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A geotechnical investigation of the solubility of carbonaceous rocks and its effect on stabilityKhanlari, G. R. / Jalaly, H. / Shonhardt, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 473
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Earthflows in the Baltchik landslide area, North-eastern BulgariaKoleva-Rekalova, E. / Dobrev, N. / Ivanov, P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 479
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Sensitive clay flows along the South Nation River, Ontario, Canada and their impact on land useLawrence, D. E. / Aylsworth, J. M. / Morey, C. R. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 485
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The influence of soil components' structural changes on activating landslidesSusic, N. / Spasojevic, A. / Kordic-Dikovic, N. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 491
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On the development of high sensitivity: Mineralogical requirements and constraintsTorrance, J. K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 497
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Soils susceptible to flow slides and associated failure mechanismsTrak, B. / Lacasse, S. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 509
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Geological and structural-tectonic factors of landslides formation and development of the North-Western Black Sea coastCherkez, E. A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 515
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The application of Discontinuous Deformation Analysis (DDA) to seafloor stability analysisChien, L.-K. / Oh, Y.-N. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 521
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Stability of the submarine slope of the Tiber River deltaChiocci, F. L. / Esu, F. / Tommasi, P. / Chiappa, V. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 527
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The 1994 submarine slope failure at Skagway, AlaskaCornforth, D. H. / Lowell, J. A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 533
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The shoreline slide at LadeEmdal, A. / Sand, K. / Janbu, N. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 539
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Progress on an ICOLD study of reservoir slope stabilityGillon, M. / Riemer, W. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 543
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Recurrent sliding of underwater slope on Cap Lopez in GabonLacasse, S. / Boisard, P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 549
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The influence of mass movements on the silting of the artificial reservoir of Abate Alonia (Potenza, Southern Italy)Lattanzio, M. / Monterisi, L. / Salvemini, A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 555
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Analysis of the mobility of far reaching debris flows on the Mississippi Fan, Gulf of MexicoLocat, J. / Lee, H. J. / Schwab, W. C. / Twichell, D. C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 561
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Analysis of submarine slope stability under seismic actionNadim, F. / Kalsnes, B. / Eide, A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 567
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Wave induced motions in soft clay submarine slopesNanda, A. / Sengupta, S. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 573
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The Balsfjord landslideRygg, N. / Oset, F. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 579
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Landslides and abrasion processes on the shoreline of the water reservoir NechraniceSpanila, T. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 585
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Estimation of cliff stability with a Kinematical Element MethodTopolnicki, M. / Soltys, G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 593
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Synsedimentary landslides and present-day problems of stability -The slide at Ravel near Boulc (Drome, France)Antoine, P. / Gardavaud, B. / Giraud, A. / Evrard, H. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 599
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Slope Engineering Toolbox, a multi-purpose system for slope engineering problemsAste, J. P. / Badji, N. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 605
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3D. BLOC: Photogrammetry, block theory and cliff equilibrium, some recent developmentsAste, J. P. / Aste, T. / Badji, N. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 611
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Environmental factors in triggering slope failuresAu, S. W. C. / Suen, R. Y. C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 617
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A contribution to a geotechnical knowledge of the Varicoloured Clays of Italy's Basilicata Region, with specific reference to a test slopeBaldassarre, G. / Radina, B. / Robotti, F. / Cortelazzi, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 623
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Landslide phenomena during the extreme meteorological event of 4-6 November 1994 in the Piemonte Region in N. ItalyBandis, S. C. / Delmonaco, G. / Dutto, F. / Margottini, C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 629
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The history of slope instability of an embankment in County Durham, EnglandBeaumont, D. / Forth, R. A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 637
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The Pietermaritzburg shale: An illustration of its instabilityBell, F. G. / Maud, R. R. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 643
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Geophysical and hydrochemical investigation of a complex large-scale landslide in southern FranceBogaard, T. A. / Van Asch, T. W. J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 649
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Residual characteristics of the Sahelian marls of Algiers (Algeria)Bouazza, A. / Bouteldja, M. / Van Impe, W. F. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 655
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Valley-blocking landslide dams in the Eastern Italian AlpsBromhead, E. N. / Coppola, L. / Rendell, H. M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 661
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The Caramanico landslide (Abruzzo, Italy)Buccolini, M. / Sciarra, N. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 667
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Landslide hazard mapping in the Algarve, PortugalButcher, D. A. / Senior, R. C. / Forth, R. A. / Marques, F. S. F. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 675
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Subsidence investigation for reservoirCavounidis, S. / Marinos, P. / Papadopoulos, T. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 683
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The progressive development of a failure slip surface in over-consolidated clay at Selborne, UKCooper, M. R. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 689
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Geotechnical characteristics of old landslides in Belgrade areaCoric, S. / Bozinovic, D. / Vujanic, V. / Jotic, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 695
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Landslide at Olivares, in Granada, SpainDapena, E. / Uriel, S. / Garcia-Yaguee, A. / Giron, F. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 701
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The Coledale Mudslide, New South Wales, Australia- A lesson for geotechnical engineersDavies, W. N. / Christie, H. D. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 707
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Case study of a landslide in heavily overconsolidated lacustrine clayEsser, A. J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 715
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The 1973 Attachie Slide, Peace River Valley, near Fort St. John, British Columbia, Canada: A landslide with a high-velocity flowslide component in Pleistocene sedimentsEvans, S. G. / Hu, X.-Q. / Enegren, E. G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 721
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The role of swelling marl in planar slides in the Langhe regionForlati, F. / Lancellotta, R. / Osella, A. / Scavia, C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 727
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Response of Clyde Slide, New Zealand, to toe inundationFoster, P. F. / Riddolls, B. W. / Macfarlane, D. F. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 733
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Landslip investigation of a failed cut slope with complex geologyFranks, C. A. M. / Pun, W. K. / Yeo, K. C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 739
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Induced streaming electrical potential and water flows through landslidesGress, J. C. / Faure, R. M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 743
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The 1989 Saint-Liguori flakeslide: Characterization and remedial worksGrondin, G. / Demers, D. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 749
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Soil suction measurements in a landslide involving weathered gneissGulla, G. / Sorbino, G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 755
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A landslide in the Murree area, PakistanHayat, T. M. / Masud, B. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 761
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Block-type creep movements and landslides in the flysch complex of the Moravskoslezske Beskydy MountainsHeiland, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 767
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Developed characteristic and genetic mechanism of Zhengzhuba landslide in Jingsha RiverHu, X. W. / Chen, M. D. / Liu, H. C. / Li, K. W. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 773
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Morphological studies at the Dranglung valley in the Tsergo Ri landslide deposit area (Langthang Himal, Nepal)Ibetsberger, H. J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 779
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The role of Quaternary geology in stability of the slopes in the Nuorgam-Pulmanki region, North FinlandIhalainen, P. E. / Uusinoka, R. P. J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 785
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Slope movements and tectonics in North-Eastern Calabria (Southern Italy)Iovine, G. / Parise, M. / Tansi, C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 791
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Recognition of hidden boulder terrains by seismic methods - A case study from Sri LankaDe Jayawardena, U. S. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 797
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Analysis of a liquefaction flow failure in a compacted tillKonrad, J.-M. / Yashima, A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 803
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Landslide along the Danube Bank at Novi Sad, YugoslaviaLokin, P. / Vasic, M. / Sakovic, S. / Petricevic, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 809
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The time-dependent behaviour of sagging of mountain slopes (`Talzuschuebe')Moser, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 815
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Rockfall and debris flow as evolutionary phenomena of a high rock cliff (Friuli, Italy)Nosetto, A. / Polloni, G. / Crosta, G. / Giurlani, G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 821
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Sagging or deep-seated creep: Fiction or reality?Noverraz, F. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 829
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Impact of precipitation and evapotranspiration to water saturation of landslides in claystonesNovotny, J. / Rybar, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 835
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Geotechnical descriptions of landslides during the 1993-1994 floods in Northern ItalyOggeri, C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 841
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Case study of a colossal rock mass slide along discontinuity surfaceOhta, H. / Tokida, K.-I. / Tsunaki, R. / Ohmori, K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 847
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Landslide hazard and critical rainfall in Southern ItalyPolemio, M. / Sdao, F. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 853
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Studies of the geological model and formation mechanism of Xikou landslideRunqiu, H. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 861
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Colluvial landslides in weathered sedimentary rock terrainRuth, B. E. / Moulton, L. K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 867
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A variety of information obtainable from specific chemical contents of groundwater in landslide areaSakai, H. / Murata, O. / Tarumi, H. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 871
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Earth movements caused by rain infiltration along a slope in overconsolidated clayey soilsSakellariadi, E. / Scarpelli, G. / Pigliapoco, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 877
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Shear deformation characteristics of sandy soil in steep slope landslidesSasahara, K. / Tsunaki, R. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 883
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The Slumgullion earth flow, southwestern ColoradoSavage, W. Z. / Varnes, D. J. / Schuster, R. L. / Highland, L. M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 889
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Distribution of electrical conductivity at Tsergo Ri landslide, central-north NepalSchramm, J.-M. / Weidinger, J. T. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 895
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Estimation de la contrainte horizontale dans une pente instableSeve, G. / Blivet, J. C. / Pouget, P. / Benoit, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 901
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An eyewitness of highspeed rockslide-debris flow in Northern Sichuan, ChinaWang, S. / Ding, E. / Du, Y. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 907
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New core sampler with planet gear for investigating landslide areaSugawara, N. / Ito, Y. / Honjo, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 913
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Analysis of a landslide in a complex formationTurrini, M. C. / Fiorani, F. / Galvani, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 919
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Geostructural classification of rockslides at damsitesVarga, A. / Gorbushina, V. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 925
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Landslides of the Second Crimean Ridge: Types, age and regularities of developmentVoznesensky, E. A. / Samarin, E. N. / Kumachyova, N. V. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 931
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Engineering geology of the Cairnmuir Landslide, New ZealandWatts, C. R. / Macfarlane, D. F. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 937
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Analysis of mechanism of landslide based on various surveysYagi, N. / Yatabe, R. / Yokota, K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 941
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The stability investigations of the rock massif Certova stena - Devil's WallZika, P. / Kost'ak, B. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 949
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A geotechnical appraisal of Chilla landslide, Outer Garhwal Himalaya, IndiaAnbalagan, R. / Gupta, P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 959
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Investigation and analysis of seismic landslides in the loessal region of China's NorthwestDing Bo Yang / Zhang, Z. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 965
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Slope instability in the Bisaccia area (Southern Apennines, Italy)Fiorillo, F. / Parise, M. / Wasowski, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 971
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Rock weathering and discontinuity network in a Sackung in the Aspromonte Massif (Calabria, S. Italy)Gulla, G. / Nicoletti, P. G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 977
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Landslide hazard zonation and its correlation with coseismic slides during Uttarkashi Earthquake of 20th October, 1991Joshi, K. C. / Pande, P. / Narula, P. L. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 983
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Effect of dilation on the dynamic stability of artificial coarse granular slopesKonagai, K. / Matsushima, T. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 989
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Earthquake-induced landslides during the great Hanshin Earthquake of January 17th, 1995 (Kobe, Japan)Lekkas, E. / Kranis, H. / Stylianos, P. / Leounakis, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 995
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Crustal adjustments and related landslide hazardNarula, P. L. / Gupta, S. K. / Sharda, Y. P. / Singh, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1001
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Four rockslides in an active tectonic region, Central JapanNozaki, T. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1007
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Landslides triggered by the 1995 Hyogo-Ken Nanbu Earthquake in the Rokko mountainsOchiai, H. / Kitahara, H. / Sammori, T. / Abe, K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1013
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Slope failures during the 1995 Southem Hyogo Earthquake in JapanOkimura, T. / Yamagami, T. / Ugai, K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1019
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Coseismic landslides and fractures induced by Uttarkashi Earthquake (1991): Remedial measures and mitigation effortsPande, P. / Joshi, K. C. / Narula, P. L. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1025
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Inventory of seismically-induced Italian ground phenomenaRomeo, R. W. / Delfino, L. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1031
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Estimation of co-seismic sliding of slopesSrbulov, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1035
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Analogy in coincidence of selected geodynamic phenomena in Bohemian MassifStemberk, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1041
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Landslides and other slope instability occurrences caused by strong earthquakes in YugoslaviaSunaric, D. / Nedeljkovic, S. / Paunkovic, O. / Regoje, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1047
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A transient study on lateral flow on liquefied groundTowhata, I. / Toyota, H. / Vargas-Monge, W. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1055
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Mechanism of formation and development of deep seismogeneous landslides due to sudden liquefaction of loessal soilsZerkal, O. V. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1061
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Influence of neotectonics and earthquakes on landslide development in the Gobi Altay and Khangai (Central Asia)Zietara, T. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1067
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Establishing new design dynamic modelling criteria for tropical cut slopesAnderson, M. G. / Lloyd, D. M. / Park, A. / Hartshorne, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1073
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Assessing the stability of a tropical residual soil slopeAnderson, S. A. / Zhu, J. H. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1079
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A slope instability study of a mudstone in Southern BrazilBressani, L. A. / Bica, A. V. D. / Maciel Filho, C. L. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1085
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Failures in the Amazon riverbanks, Iquitos, PeruCarrillo-Gil, A. / Dominguez, L. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1091
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Slope stabilisation on the hills of the city of PetropolisDanziger, F. A. B. / Ehrlich, M. / Pereira Pinto, C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1097
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Landslide processes and characteristics from south-eastern Jamaica, West IndiesMaharaj, R. J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1103
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Some aspects of Colombian landslide researchOjeda, J. / Velasquez, E. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1109
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Stability of residual soil slopes as affected by rainfallsRahardjo, H. / Chang, M. F. / Lim, T. T. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1115
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Erosion induced landslides in tropical environmentsSuarez, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1121
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Geologic factors contributary to landslides - Some case studies in MalaysiaTan, B. K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1125
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Analyses of stability of natural hillslopes in areas of the risk of GuaratinguetaTsutiya, A. M. / Tanaka, A. / Bernardes, G. P. / Simoes, S. J. C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1131
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Finite element analysis of Biot's consolidation in slope excavation based on a constitutive model with strain softeningAdachi, T. / Liu, J. / Koike, A. / Zhang, F. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1137
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Application of a probabilistic approach in slope stability analysesAlen, C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1143
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A shear beam model - A proposal for a new slope stability modelAlen, C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1149
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Influence of degree of mobilization of shear strength on slope stabilityAndrei, S. V. / Manea, S. / Jianu, L. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1155
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Mechanical characteristics and behaviour of a complex formation by landslide investigations and analysesBerti, M. / Genevois, R. / Ghirotti, M. / Tecca, P. R. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1163
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The landslides on old high cut-offs in the Mediterranean karstRoje-Bonacci, T. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1169
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Stabilite de la mollasse Astienne d'Alger: Cas du glissement d'El AchourBouteldja, M. / Bougdal, R. / Cheikh-Lounis, G. / Yessad, A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1173
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Some observations on probabilistic approaches for slope stability analysis in typical geomorphological settings of Southern ItalyCherubini, C. / Giasi, C. I. / Guadagno, F. M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1177
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Developpement d'une technique de caracterisation des debris d'ecroulements rocheuxCouture, R. / Locat, J. / Hadjigeorgiou, J. / Evans, S. G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1183
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The evolutive mechanism of debris flows: Analysis and protection worksDeangeli, C. / Grasso, P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1189
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The influence of pore fluid composition on the residual shear strength of some natural clayey soilsDi Maio, C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1195
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Geological and geotechnical problems in slopes involved in large old landslidesDi Nocera, S. / Fenelli, G. B. / Pellegrino, A. / Ramondini, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1201
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Landslide reactivation in flysch colluvia at the Evinos dam siteDounias, G. T. / Marinos, P. G. / Vaughan, P. R. / Pantelidis, P. I. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1207
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Three dimensional slope stability by the Perturbation MethodFaure, R. M. / Pham, M. / Robinson, J. C. / Jolly, P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1213
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A new method for taking into account soil deterioration in pseudo-static slope stability analysisFaure, R. M. / Bonnaveira, T. / Raillat, C. / Fry, J. J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1219
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A case history of a translational landslide in the Chiampo Valley (Italy)Favaretti, M. / Previatello, P. / Sedea, R. / Soranzo, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1225
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Residual strength of Israeli cohesive soilsFrydman, S. / Shvarzman, A. / Talesnick, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1231
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Some examples of complex mass movements occurred in stratified slope deposits in Northern Apennines (Tuscany, Italy)Garzonio, C. A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1237
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A model for acceleration of slide to slope failureHayashi, S. / Kawabe, H. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1243
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Back-analysis of the collapse of a Roman wall built on landslipHutchinson, J. N. / Bromhead, E. N. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1251
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A discussion of the physical parameters that control the flow of natural landslidesIrgens, F. / Norem, H. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1257
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Numerical modelling of loess mass saturation influence on slope stabilityKalinin, E. V. / Panasiyan, L. L. / Zerkal, O. V. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1263
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A simplified method for estimating failure induced deformation in embankmentsKhalili, N. / Tai, K. S. / Fell, R. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1269
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Time-dependent stability of an excavated slopeKirkeboe, S. / Nordal, S. / Svanoe, G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1277
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The use of finite element computed pore-water pressures in a slope stability analysisKrahn, J. / Fredlund, D. G. / Lam, L. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1283
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Appropriate intercolumn force functions and lambda values for three-dimensional slope stability analysisLam, L. / Fredlund, D. G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1289
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Time prediction of landslides using Verhulst inverse friction modelLi, T. / Chen, M. / Wang, L. / Zhou, Y. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1295
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Plaisancian marls instabilities in Algiers region - AlegriaMimouni, O. / Terrar, K. / Belmokhtar, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1299
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Advanced total stress analysis method based on the concept of effective total stressMochizuki Mikasa, A. M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1305
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Slope stability analysis and charts for non-circular slip surfacesMontes, P. / Silvestri, V. / Soulie, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1311
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Quantifying rockfall risk using a probabilistic toppling failure modelMoon, A. / Robertson, M. / Davies, W. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1317
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Use of distinct element method in the analysis of deformation mechanism of the Giau Pass landslide (North-Eastern Italy)Pasuto, A. / Tecca, P. R. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1323
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About new position in landslide slopes stability evaluationPetrova-Jasjunas, L. P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1327
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Residual strength variations by water content and its relevance to slope stability calculationsPinto, M. I. M. / Lemos, L. J. L. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1331
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The characteristic features of slope unbalance and the landslide formation through compression mechanismPostoev, G. P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1335
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Studies on the precursor of slope instability with load unload response ratio theoryXu, Q. / Huang, R. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1339
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Slope stability analysis of the heterogeneous coastal cliff by the finite element method (FEM)Rahman, H. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1345
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Discrete element method for slope stability analysisRodriguez-Marek, A. / Muhunthan, B. / Ho, C. L. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1351
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Seepage process in sloping sand layers and mechanism of landslide - Effects of soil thickness on landslide initiation by laboratory and numerical experimentsSammori, T. / Okura, Y. / Ochiai, H. / Kitahara, H. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1357
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A method for stability analysis of slopes in anisotropic soilsShogaki, T. / Moro, H. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1363
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Aspects of slope stability and risk analysisSparks, A. D. W. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1369
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Stability analysis of a multiple tier slide in Lower Siwalik Formation, Kumaon HimalayaSrivastava, A. K. / Sharma, V. K. / Kandpal, G. C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1375
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Stability analysis of slopes using random search technique for global optimizationSrivastava, R. / Sandeep / Mehrotra, G. S. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1381
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Quasi-probabilistic method of slope stability analysisTejchman, A. / Gwizdala, K. / Brzozowski, T. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1387
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On the long-term stability of natural and cutting slopes in MoldovaTimofeyeva, T. A. / Polcanov, V. A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1391
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Rock slides and buckling phenomena on a homoclinal mountain slope in South-Eastern Alps (Italy)Tommasi, P. / Galadini, F. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1397
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Deformation and failure characteristics of vertical slopes in centrifuge testsToyosawa, Y. / Horii, N. / Tamate, S. / Ampadu, S. K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1403
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Landslide analysis by method of slicesPhiet, P. T. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1407
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Mathematical-statistical modelling of landslides parametersTsenkov, T. D. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1413
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Static and dynamic analyses of slopes by the 3-D elasto-plastic FEMUgai, K. / Wakai, A. / Ida, H. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1417
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The mobility characteristics of the Valette landslideVan Beek, L. P. H. / Van Asch, T. W. J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1423
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Groundwater modelling and the effect of hydrometeorological changes on landslide instabilityVan Esch, J. M. / Teunissen, J. A. M. / Nieuwenhuis, J. D. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1427
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A material model to evaluate the seismic stability of slopes on liquefiable soilsVerdugo, R. / Gutierrez, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1433
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A generalized method for determining the critical slip surface in three-dimensional slope stability analysisYamagami, T. / Jiang, J.-C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1439
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Landslide investigation: Reviews in huge slides and formed mechanismZ Yan, T. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1445
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A stick-slip shear model of rough joints for rock slopeYang, Z. Y. / Chuang, C. C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1451
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The analytical method of the slopes stability determination under different geotechnical parametersYankovoy, A. P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1455
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Some landslides triggered typically by impounding of water reservoir in ChinaDu, Y. / Wang, S. / Ding, E. / Wang, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1463
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The stability evaluation on Xintan Landslide in the Changjiang River GorgesXia, Y. / Li, X. / Zhu, R. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1467
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S-STAB, stability analysis of slopesZalesky, J. / Stary, J. / Laurin, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1473
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A conceptional phenomenological model to stability interpretation of dilatometric data from rock slope monitoringZvelebil, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1481
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Improving engineering practice of slope stability analysis for unsaturated soilsOeberg, A.-L. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1489
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Hydrologic response of a steep tropical slope to heavy rainfallAnderson, S. A. / Thallapally, L. K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1497
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Long-term monitoring and remedial measures in a coastal landslide (Central Italy)Angeli, M.-G. / Pontoni, F. / Gasparetto, P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1503
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Long term behaviour of a natural soil slope excavated at the toeBarradas, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1509
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Instrumental prediction of a high cut stability in a jointed o.c. clayBertuccioli, P. / D'Elia, B. / Esu, F. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1515
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Rain triggered slope movements as indicators of landslide dynamicsBhandari, R. K. / Virajh Dias, A. A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1521
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Geoacoustic method and slope deformationsBlaha, P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1525
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Long-term movements of substabilized versants and climatic changes in the Swiss AlpsBonnard, C. / Noverraz, F. / Dupraz, H. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1531
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Slope monitoring and early warning systems: Application to coastal landslides on the south and east coast of England, UKClark, A. R. / Moore, R. / Palmer, J. S. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1539
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Continuous monitoring of the slope above an excavation within a marginally stable landslideCornforth, D. H. / Mikkelsen, P. E. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1545
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Some aspects of landslide prediction using satellite remote sensing dataFujita, K. / Obayashi, S. / Kasa, K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1551
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Time prediction of rock slope failures based on monitoring resultsGlawe, U. / Lotter, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1557
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Monitoring strategy and performance of instrumentation in the Clyde Power Project landslides, New ZealandMacfarlane, D. F. / Silvester, P. K. / Benck, J. M. / Whitford, N. D. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1565
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Long-term performance of instrumentation at Dutchman's RidgeMeidal, K. M. / Moore, D. P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1571
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Geotechnics of claystone hillslopes - Properties of weathered claystone and formation of sliding surfacesRentschler, K. / Moser, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1579
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Monitoring of surface movements in excavated slopesReyes, C. A. D. / Fernandez, L. C. P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1585
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A micro processor controlled landslide early warning systemTien, D. / Nio, A. / Tan, K. / Wong, C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1589
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A neural network based landslide warning systemTien, D. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1593
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Monitoring and determination of landslides' depthTikhvinsky, I. O. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1599
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Recent development of time prediction for landslide in ChinaLiao, X. / Xu, J. / Li, H. / Wang, G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1607
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In situ DMT testing and observations in landslide areas in overconsolidated jointed claysD'Elia, B. / Esu, F. / Marchetti, S. / Totani, G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1613
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Risk assessment of operating slope stability at Loy Yang Coal Mine overburden dumpKacavenda, S. / Zou, J. Z. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1619
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Landslides in the Tertiary coal bearing basin of KosovoPavlovic, R. / Markovic, M. / Radovanovic, S. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1625
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Slope stability at Mae Moh Open Cast Mine, Northern ThailandPhienwej, N. / Comviravong, N. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1631
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Stability research and treatment of high and steep open-pit slopePing, T. / Zhang, D. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1635
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A geotechnical investigation and instability assessments of quarry slopes in heavily jointed porphyry rock massSingh, R. N. / Khanlari, R. / Chowdhury, R. N. / Shonhardt, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1643
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ROXIM: A computer program to simulate rockfallWilson, J. M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1651
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Landslide stabilisation of a mill tailing disposal by a drainage tunnel at the uranium ore mine Zirovskivrh, SloveniaBegus, T. / Buser, I. / Cadez, F. / Vidmar, S. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1657
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Shilongmiao landslide and its treatmentBin, S. / Li, S. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1661
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Stabilization of multiple progressive slope failuresBrandl, H. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1667
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Surfacial investigations as determinant tools to reduce high risk of rockslideD'Orsi, R. N. / Amaral, C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1671
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Geotechnical design for a socketed pile wall for support of two unstable railway embankmentsDavies, W. N. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1677
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Ongoing requirements for monitoring and maintaining a large remediated rockslideEnegren, E. G. / Imrie, A. S. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1683
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Investigation of highway cut slope movementsFarkas, J. / Kovacs, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1687
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Slip at a major cut for a motorway in the Austrian Alps - A case history of its cause and its stabilisationFuchsberger, M. / Mauerhofer, G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1693
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Stabilisation of Cairnmuir LandslideGillon, M. D. / Saul, G. J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1699
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Effectiveness of antilandslide retaining structuresGinzburg, L. K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1705
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Dewatering a landslip through siphoning drains - Ten years of French experienceGress, J. C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1709
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The behavior of stabilizing piles installed in slopesHong, W. P. / Han, J. G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1715
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Slope stabilization by micropile reinforcementJuran, I. / Benslimane, A. / Bruce, D. A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1727
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Slide on a sewage sludge ground storageKayser, J. / Rodatz, W. / Oltmanns, W. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1733
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`Lightweight Pneusol', the stability of slopes and recovering the residual value of industrial byproductsLong, N.-T. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1739
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Stabilisation and performance of No. 5 Creek Slide, Clyde Power Project, New ZealandMacfarlane, D. F. / Jenks, D. G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1747
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The performance of landslide stabilisation measures, Clyde Power Project, New ZealandMacfarlane, D. F. / Gillon, M. D. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1759
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Stage 1 - Remedial measures for stabilizing landslide at Beragala on Betagala Haliela RoadMallawaratchie, D. P. / Thuraisamy, M. / Jayamanne, J. / Attanayake, A. M. L. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1765
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A major rock slide and its impact on 1500 MW Nathpa Jhakri Hydel Project in northwest Himalaya, IndiaManhas, G. S. / Kumar, A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1771
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Stabilization of excavated slopes in basaltCorona, E. P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1777
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Landslide remediation through the use of coal combustion by-productsPayette, R. / Busby, H. R. / Wolfe, W. E. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1783
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Stability analysis and strengthening solutions of sliding slopesRoman, F. / Cacuci, D. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1787
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Traitement et surveillance d'un glissement de terrain a Boulogne-sur-Mer (France)Seve, G. / Fornallaz, C. / Dubreucq, T. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1793
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Landslide stabilization based on three-dimensional analysisShadunts, K. S. / Matsiy, S. I. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1799
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Piled stabilization of slopesShmuelyan, A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1805
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Newhaven West Quay strengthening-design and constructionSui, H. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1811
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Shear characteristics of anchored nailsTolia, D. S. / Kumar, S. / Sharma, N. K. / Kumar, K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1817
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Evolution of safety conditions of slopes stabilised by drainage galleriesValore, C. / Farulla, C. A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1823
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Highway embankment repair and stabilization using power plant waste productsWolfe, W. E. / Busby, H. R. / Kim, S. H. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1829
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A method for evaluating anchor forces based on the three-dimensional simplified Janbu methodYamagami, T. / Yamakawa, O. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1837
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The environmental dimensions of mass failure in semi-arid SpainAlcantara-Ayala, I. / Thornes, J. B. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1843
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Analysis of Rio de Janeiro landslide inventory dataAmaral, C. / Vargas, E. / Krauter, E. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1847
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Role of deep transversal dislocations in development of landslides in the flysch CarpathiansBajgier-Kowalska, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1853
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Problems of landslide hazards in Garhwal Himalayas and its mitigationBhagat, N. C. / Mehrotra, G. S. / Sarkar, S. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1859
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Consideration of landslide geometry and runout in a landslide inventoryBhandari, R. K. / Kotuwegoda, W. P. P. K. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1865
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Delineation of landslide prone zones based on geological analysis of landslide inventories in a part of NW-Himalaya, IndiaChandra, P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1871
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Geomorphological features of the debris flow along the Mukwa river in the Hualien areaChen, H. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1877
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An inventory of landslides in Alberta, CanadaCruden, D. M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1883
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Some results of the WASSS project: The Slope Stability DataBase (SSIDB)Faure, R. M. / Pairault, T. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1891
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Inventory and analysis of landslide determinant factors in Los Guajares Mountains, Granada (Southern Spain)Fernandez, T. / Irigaray, C. / Chacon, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1897
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Inventory and study of landslide hazards in CundinamarcaForero-Due�as, C. A. / Caro-Pe�a, P. E. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1903
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Hazard evaluation of origin and activation of deep landslides in BulgariaFrangov, G. / Ivanov, P. / Dobrev, N. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1909
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Landslide zonation - A review and suggested approachesGupta, S. K. / Sharda, Y. P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1915
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Inventory and analysis of determining factors by a GIS in the northern edge of the Granada Basin (Spain)Irigaray, C. / Fernandez, T. / Chacon, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1923
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Data analysis of the landslides in the Republic of Croatia: Present state and perspectivesJurak, V. / Matkovic, I. / Miklin, Z. / Mihalic, S. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1929
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Rainfall induced landslides in Achaia county, GreeceKoukis, G. / Rozos, D. / Hadzinakos, I. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1935
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Landslides in Greece: Research evolution and quantitative analysisKoukis, G. / Tsiambaos, G. / Sabatakakis, N. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1941
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Climatic and environmental controls of cryogenic landslides, Yamal, RussiaLeibman, M. O. / Egorov, I. P. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1947
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Studies of landslides and mass movements along M.C.T. zone, in part of Garhwal Himalaya, IndiaNaithani, A. K. / Prasad, C. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1955
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Heavy rain triggered landslides in the Alba area during November 1994 flooding event in the Piemonte region (Italy)Polloni, G. / Aleotti, P. / Baldelli, P. / Nosetto, A. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1961
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Basic geological structures conditioning evolution of landslide movements - Examples from Czech RepublicRybar, J. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1967
-
Landslides in Niger (Western Africa)Schoeneich, P. / Bouzou, I. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1973
-
Fractal structure features of landslide activities and their significanceYi, S. / Tang, H. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1977
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Some morphological types of long-runout rockslides: Effect of the relief on their mechanism and on the rockslide deposits distributionStrom, A. L. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
- 1983
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Enigmatic features and mechanism of debris flows and laharsTer-Stepanian, G. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996
-
Large scale landslides on active volcanoes in the 20th century -Examples from the Kurile-Kamchatka region (Russia)Belousov, A. / Belousova, M. / Norwegian Geotechnical Society / Norwegian University of Science and Technology; Department of Geotechnical Engineering et al. | 1996