Model experiments for earthquake-resistant performance of geotextile using aluminum rod layer (Englisch)
- Neue Suche nach: Osakabe, T.
- Neue Suche nach: Kouda, M.
- Neue Suche nach: Sato, H.
- Neue Suche nach: Ishii, M.
- Neue Suche nach: Tamura, M.
- Neue Suche nach: Matsuzawa, K.
- Neue Suche nach: Kumada, T.
- Neue Suche nach: International Geosynthetics Society
- Neue Suche nach: Osakabe, T.
- Neue Suche nach: Kouda, M.
- Neue Suche nach: Sato, H.
- Neue Suche nach: Ishii, M.
- Neue Suche nach: Tamura, M.
- Neue Suche nach: Matsuzawa, K.
- Neue Suche nach: Kumada, T.
- Neue Suche nach: Kuwano, J.
- Neue Suche nach: Koseki, J.
- Neue Suche nach: International Geosynthetics Society
In:
International conference on geosynthetics
;
1515-1518
;
2006
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ISBN:
- Aufsatz (Konferenz) / Print
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Titel:Model experiments for earthquake-resistant performance of geotextile using aluminum rod layer
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Beteiligte:Osakabe, T. ( Autor:in ) / Kouda, M. ( Autor:in ) / Sato, H. ( Autor:in ) / Ishii, M. ( Autor:in ) / Tamura, M. ( Autor:in ) / Matsuzawa, K. ( Autor:in ) / Kumada, T. ( Autor:in ) / Kuwano, J. / Koseki, J. / International Geosynthetics Society
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Kongress:8th, International conference on geosynthetics ; 2006 ; Yokohama, Japan
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Erschienen in:International conference on geosynthetics ; 1515-1518INTERNATIONAL CONFERENCE ON GEOSYNTHETICS ; 4 ; 1515-1518
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Verlag:
- Neue Suche nach: Millpress,
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Erscheinungsort:Rotterdam:
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Erscheinungsdatum:01.01.2006
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Format / Umfang:4 pages
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Anmerkungen:ALSO HELD ON CD-ROM; See also 4158.897700V 8th 2006 for papers on CD-ROM
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ISBN:
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Medientyp:Aufsatz (Konferenz)
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Format:Print
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Sprache:Englisch
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Schlagwörter:
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Datenquelle:
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Inhaltsverzeichnis Konferenzband
Die Inhaltsverzeichnisse werden automatisch erzeugt und basieren auf den im Index des TIB-Portals verfügbaren Einzelnachweisen der enthaltenen Beiträge. Die Anzeige der Inhaltsverzeichnisse kann daher unvollständig oder lückenhaft sein.
- 3
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A short history of the origins of the IGSGiroud, J. P. / International Geosynthetics Society et al. | 2006
- 9
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Geotextile containment for hydraulic and environmental engineeringLawson, C. R. / International Geosynthetics Society et al. | 2006
- 51
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Seismic stability of reinforced soil wallsKoseki, J. / Bathurst, R. J. / Guler, E. / Kuwano, J. / Maugeri, M. / International Geosynthetics Society et al. | 2006
- 79
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Hydraulic applications of geosyntheticsHeibaum, M. / Fourie, A. / Girard, H. / Karunaratne, G. P. / Lafleur, J. / Palmeira, E. M. / International Geosynthetics Society et al. | 2006
- 121
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Geosynthetic barriers for environmental protection at landfillsKavazanjian, E. / Dixon, N. / Katsumi, T. / Kortegast, A. / Legg, P. / Zanzinger, H. / International Geosynthetics Society et al. | 2006
- 157
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Laboratory measurements of GCL shrinkage under cyclic changes in temperature and hydration conditionsThiel, R. / Giroud, J. P. / Erickson, R. / Criley, K. / Bryk, J. / International Geosynthetics Society et al. | 2006
- 163
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Effectiveness of a geocomposite liner to diffusion of aromatic hydrocarbons at low temperatureMukunoki, T. / Rowe, R. K. / International Geosynthetics Society et al. | 2006
- 167
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Long-term hydraulic conductivity of modified GCL permeated with inorganic chemical solutionsKatsumi, T. / Ishimori, H. / Fukagawa, R. / Hanamoto, K. / International Geosynthetics Society et al. | 2006
- 171
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Validation of the use of filter paper suction measurements for the determination of GCLs water retention curvesBarroso, M. / Touze-Foltz, N. / Saidi, F. / International Geosynthetics Society et al. | 2006
- 175
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GBR-S geosynthetic barrier - swelling nonwovenMohr, P. / International Geosynthetics Society et al. | 2006
- 179
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Improving performance of containment barrier systemsLegge, K. R. / International Geosynthetics Society et al. | 2006
- 183
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Landslide stabilization using an MSE buttress at a U.S. Superfund remediation siteBeech, J. F. / Monteleone, M. J. / Bonaparte, R. / International Geosynthetics Society et al. | 2006
- 189
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MSW landfill lateral barrier using GCL: Case history of Catania (Italy) new MSW landfillScotto, M. / Grasso, A. S. L. / Maugeri, M. / International Geosynthetics Society et al. | 2006
- 193
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Base liner equivalency assessment for landfill sitesGassner, F. W. / International Geosynthetics Society et al. | 2006
- 199
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Red Hill Landfill - design considerations for a hazardous waste cellCowland, J. / Sadlier, M. / Jones, B. / International Geosynthetics Society et al. | 2006
- 203
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Deformation measurement technology of geomembrane at controlled landfills using optical fiber sensorsNakamura, J. / Sakanishi, M. / Kitazawa, A. / Kumagai, K. / Fujihashi, K. / Ogasawara, T. / International Geosynthetics Society et al. | 2006
- 207
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Modelling of lining system integrity failure in a steep sided landfillFowmes, G. J. / Dixon, N. / Jones, D. R. V. / Cowland, J. W. / International Geosynthetics Society et al. | 2006
- 211
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Experimental tests for geosynthetics anchorage trenchesGirard, H. / Briancon, L. / Rey, E. / International Geosynthetics Society et al. | 2006
- 217
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FEM study on tensile force of geosynthetic liner with a change of side slope gradientLi, M. / Imaizumi, S. / International Geosynthetics Society et al. | 2006
- 221
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Simple convenient method to evaluate the tensile force at the shoulder of barrier sheet in landfillXu, S. / Imaizumi, S. / International Geosynthetics Society et al. | 2006
- 225
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Improved methodology for geomembrane wind uplift designGiroud, J. P. / Wallace, R. B. / Castro, C. J. / International Geosynthetics Society et al. | 2006
- 231
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Capping systems for landfills in an active seismic area: Case history of Catania (Italy) old MSW landfillGrasso, A. S. L. / Maugeri, M. / Costanzo, S. / International Geosynthetics Society et al. | 2006
- 237
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A coastal waste disposal site on permeable ground in the Inland Sea of JapanKotake, N. / Tsurugasaki, K. / Tezuka, T. / International Geosynthetics Society et al. | 2006
- 241
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Use of geosynthetics for lining and drainage systems in quarry landfillsCowland, J. W. / Sadlier, M. A. / Bouazza, A. / International Geosynthetics Society et al. | 2006
- 247
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Numerical modeling of the mechanical behavior of geosynthetic liner systems (GLS) installed on slopesHe, P. / Girard, H. / Poulain, D. / Lac, P. / International Geosynthetics Society et al. | 2006
- 251
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Effect of temperature on surface hardness and soil interface shear resistance of geosyntheticsBilgin, O. / Stewart, H. E. / International Geosynthetics Society et al. | 2006
- 255
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Effect of boundary conditions on deflection of GM wrinkles in a GM/GCL composite linerGudina, S. / Brachman, R. W. I. / International Geosynthetics Society et al. | 2006
- 259
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Questions raised regarding interpretation of inclined plane results for geosynthetics interfacesGourc, J. P. / Pitanga, H. N. / Reyes-Ramirez, R. / Jarousseau, C. / International Geosynthetics Society et al. | 2006
- 265
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Interface shear stress parameter evaluation for landfill liner using modified large scale shear boxSaravanan, M. / Kamon, M. / Faisal, H. A. / Katsumi, T. / Akai, T. / Inui, T. / Matsumoto, A. / International Geosynthetics Society et al. | 2006
- 273
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Large scale ramp tests on soil-geosynthetic systemsViana, H. N. L. / Palmeira, E. M. / International Geosynthetics Society et al. | 2006
- 277
-
Interface resistances among soil and geosynthetic materials for final cover of a hazardous landfill in ThailandTeachavorasinskun, S. / Maneepairoj, J. / International Geosynthetics Society et al. | 2006
- 281
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Development of graphical design charts for the stability of veneer cover systemSia, A. H. I. / Dixon, N. / International Geosynthetics Society et al. | 2006
- 287
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Advantages of the secondary textured high density polyethylene geomembrane in a sanitary landfillYou, G. / Ng, H. / International Geosynthetics Society et al. | 2006
- 291
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Application of geosynthesis on Tianziling landfill and correlated geotechnical problemsChen, Y. / Lin, W. / Ke, H. / Wang, T. / International Geosynthetics Society et al. | 2006
- 297
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Analysis of technical criteria for clay liner in ChinaTang, X. W. / Chen, Y. M. / Luo, X. / Ying, F. / International Geosynthetics Society et al. | 2006
- 301
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Numerical analysis of transport of landfill leachate through layered system underlain by an unsaturated soil stratum considering nonlinear sorption and degradationZhang, J. / Luan, M. / Yang, Q. / International Geosynthetics Society et al. | 2006
- 305
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Experimental investigation of flow rates through composite liners at the metric scaleTouze-Foltz, N. / Barroso, M. / Cartaud, F. / International Geosynthetics Society et al. | 2006
- 309
-
Behaviour of an upstream stack formed with geotextile wrapped dikesFilho, L. M. C. / Pedrosa, S. B. M. / Sieira, A. C. C. F. / Silva, M. R. P. / International Geosynthetics Society et al. | 2006
- 313
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An example on the construction of MSW landfill site with the leakage detection and restoring automaticallyMurakami, Y. / Kobayashi, F. / Shimomura, Y. / Nakao, T. / Shimonishi, S. / International Geosynthetics Society et al. | 2006
- 317
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Use of geocomposite strips in leachate collection systemsZhao, A. / Giroud, J. P. / International Geosynthetics Society et al. | 2006
- 321
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Geosynthetic drain elements for landfill cappings: Long-term water flow capacity and long-term shear strengthMueller, W. / International Geosynthetics Society et al. | 2006
- 325
-
Portable methods of locating leaks in liners and their integrationPeggs, I. D. / International Geosynthetics Society et al. | 2006
- 329
-
Evaluation of the real performance of an electrical geomembranes leak detection system: Full scale experimental studyCaquel, F. / Villon, G. / Florin, J. P. / Marcotte, M. / International Geosynthetics Society et al. | 2006
- 333
-
Drainage performance of composite geotextiles under confined loadsJeon, H.-Y. / Jacek, M. / International Geosynthetics Society et al. | 2006
- 337
-
A case study of the use of large-diameter high-density polyethylene geopipesSumiyama, Y. / Tashiro, K. / International Geosynthetics Society et al. | 2006
- 345
-
Overview of geomembrane history in the mining industryBreitenbach, A. J. / Smith, M. E. / International Geosynthetics Society et al. | 2006
- 351
-
Improvement of waste landfills using geosynthetics in JapanImaizumi, S. / Nakamura, K. / Matsuyama, S. / Konishi, Y. / Kanou, H. / International Geosynthetics Society et al. | 2006
- 355
-
Implementation of HDPE geomembrane and geotextile liner: A case history from Baku-Tbilisi-Ceyhan (BTC) crude oil pipeline project storage tank farm, Ceyhan marine terminalKaya, E. / Guler, E. / International Geosynthetics Society et al. | 2006
- 359
-
Ageing resistance of HDPE-geomembranes - Evaluation of long-term behavior under consideration of project experiencesTarnowski, C. / Baldauf, S. / International Geosynthetics Society et al. | 2006
- 363
-
Durability evaluation of geomembrane liners by outdoor exposure experiments for 10 yearsHarada, T. / Imaizumi, S. / Nishizaki, I. / International Geosynthetics Society et al. | 2006
- 367
-
The study of the durability about the triple liner system - The loading tests about slope hydraulic barrier function in the sea area landfill sitesSatoh, T. / Akai, T. / Ishida, M. / Nomura, T. / Kamon, M. / International Geosynthetics Society et al. | 2006
- 373
-
Non-destructive test for geomembranes by visible near-infrared spectroscopyKomiya, T. / Nakayama, H. / Shimaoka, T. / Inoue, K. / International Geosynthetics Society et al. | 2006
- 379
-
Strength testing of thermal welded PVC geomembrane field seams using non-destructive air channel methodsRohe, F. P. / Rohe, D. S. / International Geosynthetics Society et al. | 2006
- 383
-
Relationship between temperature and peel strength of double hot wedge HDPE geomembranes seamsLopes, G. / Barroso, M. / Costa, C. / International Geosynthetics Society et al. | 2006
- 387
-
Estimate of thermal stress of geomembrane using a thermal infrared imaging deviceNakayama, H. / Shimaoka, T. / Komiya, T. / Sannou, T. / International Geosynthetics Society et al. | 2006
- 391
-
Thermal degradation of geomembranes after exposure to heatLodi, P. C. / Bueno, B. S. / International Geosynthetics Society et al. | 2006
- 395
-
Bituminous geomembrane in extremely cold conditionsBreul, B. / Reinson, J. / Eldridge, T. / Stenson, G. / Harman, A. / International Geosynthetics Society et al. | 2006
- 403
-
Effect of seating time on transmissivity and permittivity of nonwoven geotextilesShukla, S. K. / Sharma, U. / International Geosynthetics Society et al. | 2006
- 407
-
Characteristics of environmentally friendly drainsKim, J. H. / Cho, S. D. / Kim, S. S. / International Geosynthetics Society et al. | 2006
- 411
-
Soil consolidation and strengthening using electrokinetic geosynthetics - concepts and analysisJones, C. J. F. P. / Glendinning, S. / Huntley, D. T. / Lamont-Black, J. / International Geosynthetics Society et al. | 2006
- 415
-
Installation filter stress in prefabricated vertical drainsKarunaratne, G. P. / Chew, S. H. / Leong, K. W. / Lim, L. H. / International Geosynthetics Society et al. | 2006
- 419
-
The application of PVDs to hydraulic engineeringSun, B. / Yu, J. / International Geosynthetics Society et al. | 2006
- 423
-
Long-term flow capacity of geocompositesBottcher, R.-D. / International Geosynthetics Society et al. | 2006
- 427
-
Influence of geotextile filters on the dischange capacity of geocomposite drainage materials in long term tests with soil contactMuller-Rochholz, J. / Bronstein, Z. / Recker, C. / Diederich, R. / International Geosynthetics Society et al. | 2006
- 427
-
Influence of geotextile filters on the discharge capacity of geocomposite drainage materials in long term tests with soil contactMüller-Rochholz, J. / Bronstein, Z. / Recker, C. / Diederich, R. et al. | 2006
- 431
-
International geosynthetic terminology, definitions and symbols - The need for unification and harmonizationMackey, R. / International Geosynthetics Society et al. | 2006
- 435
-
Thermo-mechanical consolidation of soft Bangkok clay: Innovative technique using PVDAbuel-Naga, H. M. / Bergado, D. T. / Chaiprakaikeow, S. / Ramana, G. V. / International Geosynthetics Society et al. | 2006
- 439
-
Elastic visco-plastic consolidation modelling of soft clays improved by geosynthetic vertical drainsRujikiatkamjorn, C. / Indraratna, B. / International Geosynthetics Society et al. | 2006
- 445
-
Sensitivity analysis related to the phenomena of consolidation delay by construction work using prefabricated vertical drain method in deep-soft clay depositsLee, C.-H. / Chae, Y. S. / International Geosynthetics Society et al. | 2006
- 453
-
The use of electrokinetic geosynthetics (EKG) in enhanced performance of sports turfLamont-Black, J. / Huntley, D. T. / Glendinning, S. / Jones, C. J. F. P. / International Geosynthetics Society et al. | 2006
- 457
-
New generation of Electrically Conductive Vertical Drains for treatment of Singapore waste materialsLeong, T. P. / Chew, S. H. / Karunaratne, G. P. / Teo, T. H. / International Geosynthetics Society et al. | 2006
- 461
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Importance of field test and FEM analysis in embankment construction on soft groundCarraro, S. / Sartorel, E. / Fantini, P. / Ferraro, V. / International Geosynthetics Society et al. | 2006
- 465
-
Back analyses of compressibility and flow parameters of PVD improved soft ground in Southern VietnamLong, P. V. / Bergado, D. T. / Giao, P. H. / Balasubramaniam, A. S. / Quang, N. C. / International Geosynthetics Society et al. | 2006
- 469
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Application used PVDs and GTX cushion to treat soft subsoil on expressway embankmentWang, T. R. / Li, L. L. / International Geosynthetics Society et al. | 2006
- 475
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Soil improvement works at Changi East, SingaporeVan der Molen, M. / Berg, R.-J. / International Geosynthetics Society et al. | 2006
- 481
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Analysis of field application of electro-osmosis via electrically conductive drains for soft clay consolidationKuma, J. V. M. / Chew, S. H. / Karunaratne, G. P. / Leong, T. P. D. / Chia, Y. Z. D. / Douglas, R. S. / Hee, A. M. / International Geosynthetics Society et al. | 2006
- 485
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Behavior of a high airport embankment with horizontal drainsTatta, N. / Ito, S. / Kawauchi, M. / Matsumura, T. / Nakamura, Y. / International Geosynthetics Society et al. | 2006
- 489
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Drainage of cut slope - draining maskGendrin, P. / Arab, R. / Marie, T. C. / Griere, S. / Barasz, N. / Chauvel, C. / International Geosynthetics Society et al. | 2006
- 493
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Use of geocomposite drain in soccer field in BrazilSantos, J. P. / International Geosynthetics Society et al. | 2006
- 497
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Vacuum consolidation method applied to underwater mud improvementSasaki, T. / Takahashi, S. / International Geosynthetics Society et al. | 2006
- 503
-
Estimating the dewatering time in geosynthetic tube dewatering projectsCantre, S. / International Geosynthetics Society et al. | 2006
- 507
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Experiment on "geotextile tube dehydration method" with nonwoven fabric tube for acceleration of dehydration workOkamura, A. / Azuma, K. / Kurata, M. / Saeki, H. / Nishigata, T. / International Geosynthetics Society et al. | 2006
- 511
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Dewatering fine-grained soils using geotextile tubes - an Australian case studyChow, R. W. / International Geosynthetics Society et al. | 2006
- 515
-
Evaluation on filtration performance of woven geotextiles by falling head, pressure filtration test, and hanging bag testsLiao, K. / Bhatia, S. / International Geosynthetics Society et al. | 2006
- 519
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Efficiency of geotextile filters in dewatering wastes (sludge) from water treatment worksUrashima, D. C. / Bernardes, G. P. / Vidal, D. M. / International Geosynthetics Society et al. | 2006
- 523
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A dewatering treatment for oily sludge using geotextile filtersMendonca, M. B. / Ehrlich, M. / Cammarota, M. C. / Freire, D. D. C. / International Geosynthetics Society et al. | 2006
- 527
-
Dewatering of sewage sludge using electrokinetic geosyntheticsGlendinning, S. / Jones, C. J. F. P. / Huntley, D. T. / Lamont-Black, J. / International Geosynthetics Society et al. | 2006
- 531
-
Model test study on soft clay slope reinforced with electro-kinetic geosyntheticsZhuang, Y. F. / Wang, Z. / Chen, L. / International Geosynthetics Society et al. | 2006
- 535
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Case history: The use of electrokinetic geosynthetics (EKG) in belt press dewateringLamont-Black, J. / Huntley, D. T. / Glendinning, S. / Jones, C. J. F. P. / International Geosynthetics Society et al. | 2006
- 539
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Case History - In-situ dewatering of lagooned sewage sludge using electrokinetic geosynthetics (EKG)Jones, C. J. F. P. / Glendinning, S. / Huntley, D. T. / Lamont-Black, J. / International Geosynthetics Society et al. | 2006
- 543
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Economic models for the use of electrokinetic geosyntheticsHuntley, D. T. / Lamont-Black, J. / Jones, C. J. F. P. / Glendinning, S. / International Geosynthetics Society et al. | 2006
- 547
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Stability of punctured geotextile filter in large-scale physical model for coastal revetmentTian, H. / Ma, R. / Chew, S. H. / Karunaratne, G. P. / Tan, S. A. / International Geosynthetics Society et al. | 2006
- 553
-
On the measurement of pore sizes for nonwoven polypropylene geotextilesAtmatzidis, D. K. / Chrysikos, D. A. / Panagiotidi, E. K. / Skara, M. N. / International Geosynthetics Society et al. | 2006
- 557
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Filtration behavior of geotextile under overburden pressure and bi-directional cyclic flowChen, R. H. / Ho, C. C. / Hsieh, A. T. / International Geosynthetics Society et al. | 2006
- 561
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Clogging evaluation on cross-plane flow performance of geotextile filterKohata, Y. / Tanaka, M. / Sato, O. / Hirai, T. / International Geosynthetics Society et al. | 2006
- 565
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Geotextile behavior relevant to filtering low density suspended organic particlesMarino, R. J. / Walton, J. / Cheng, S. C. / Martin, J. P. / International Geosynthetics Society et al. | 2006
- 569
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Rational retention criteria design applied to internal unstable cohesionless soil filtrationVidal, D. / Munoz, C. S. / Urashima, D. C. / International Geosynthetics Society et al. | 2006
- 573
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The present state about some of the research in the design criterion of the filtration in ChinaDu, Z. / Wang, H. / International Geosynthetics Society et al. | 2006
- 577
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Filtration tests under confinement on geotextiles-tailings systemsBeirigo, E. A. / Palmeira, E. M. / Gardoni, M. G. / International Geosynthetics Society et al. | 2006
- 581
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Study on the porous foam filter and its application in relief well of Yangtze River dikeZhang, W. / Xu, J. / Bao, C. / Zhu, G. / International Geosynthetics Society et al. | 2006
- 585
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Piping of fine sand from reclaimed land through caisson seawallKhan, M. R. A. / Kitazume, M. / International Geosynthetics Society et al. | 2006
- 589
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Application of geosynthetic filter materials as drain envelope in land reclamation in Haryana, IndiaMohan, L. / Arora, V. K. / Gupta, S. K. / Nagpal, A. R. / International Geosynthetics Society et al. | 2006
- 593
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Filtration properties of geotextiles for heavy oil wellsScott, J. D. / International Geosynthetics Society et al. | 2006
- 597
-
Use of image analysis to control isotropy of synthetic fibrous products used in geotechnical applicationsNunes, M. F. / Fiadeiro, P. / Belino, N. J. R. / Geraldes, M. J. / International Geosynthetics Society et al. | 2006
- 603
-
Geomembranes in Tenerife and La Palma islands - (Canary Islands)Fayoux, D. / Potie, G. / International Geosynthetics Society et al. | 2006
- 607
-
Six-year performance of synthetic-rubber-sheet facing for the upper pond of seawater pumped storage hydropower plantKashiwayanagi, M. / Sato, M. / Takimoto, J. / International Geosynthetics Society et al. | 2006
- 611
-
Waterproofing by PVC geomembrane of two ponds at the pumped storage station of Afourer (Morocco)Fayoux, D. / Dewalque, N. / International Geosynthetics Society et al. | 2006
- 615
-
Impacts of construction practices and reservoir filling on geomembrane upliftWallace, R. / Giroud, J. / Shanks, M. / International Geosynthetics Society et al. | 2006
- 619
-
Selection test and application of geomembranes for Tai'an Pumped-Storage Power StationYan, J. / Tao, T. K. / Hou, J. / International Geosynthetics Society et al. | 2006
- 623
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Use of geotextile as mechanical protection of geomembrane in Itiquira Dam Channel, BrazilAbramento, M. / Wickert, F. / International Geosynthetics Society et al. | 2006
- 627
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The new ICOLD Bulletin on impervious geomembranes for damsScuero, A. / Vaschetti, G. / International Geosynthetics Society et al. | 2006
- 631
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Application of a large strain gauge to measure the deformation of composite geomembrane in the Three Gorges Project cofferdamBao, C. G. / Li, Q. Y. / Gong, L. H. / International Geosynthetics Society et al. | 2006
- 635
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The observation and analysis of stress-strain behaviors in reinforced region of sandy damJiang, K.-E. / Wang, K. / Jiang, X. / International Geosynthetics Society et al. | 2006
- 639
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Geosynthetics applied in special dikes - resources development and gangue recycle by environment protectionShu, Y. / Yang, W. / Wei, P. / Zhang, G. / Zhang, N. / International Geosynthetics Society et al. | 2006
- 643
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Construction of a geogrid-reinforced counter-weight fill to increase the seismic stability of an existing earth damMaruyama, N. / Murayama, M. / Sasaki, F. / International Geosynthetics Society et al. | 2006
- 647
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A durability study of the geotextile application in a water diversion projectZhang, T. / Li, Z. / Chen, Z. / Zhou, J. / Liu, G. / Kan, X. / Zhu, Y. / International Geosynthetics Society et al. | 2006
- 653
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The successful design and construction of a floating cover molasses storage reservoir for the TSB Malelane Mill in South AfricaNortje, R. A. / Meyer, P. J. / International Geosynthetics Society et al. | 2006
- 657
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On-going performance of a double LLDPE liner in a concrete lined reservoir with 200 column penetrationsFinlay, P. J. / Sadlier, M. A. / International Geosynthetics Society et al. | 2006
- 661
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Geosynthetics lining design on slopes of water reservoirs in mountainsBrochier, P. / Blanchet, F. / International Geosynthetics Society et al. | 2006
- 665
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Application of geosynthetic in rainwater storage worksSu, Q. / Zuo, Y. / International Geosynthetics Society et al. | 2006
- 669
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Earthen channel lining trialsSadlier, M. / Aseervatham, E. / International Geosynthetics Society et al. | 2006
- 673
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PVA textiles for the prevention of concrete exfoliation of constructionsIde, J. / Ise, T. / Yaguchi, N. / Suzuki, M. / International Geosynthetics Society et al. | 2006
- 677
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Energy geocomposites for tunnelsBrandl, H. / Adam, D. / Markiewicz, R. / International Geosynthetics Society et al. | 2006
- 683
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Thermoplastic lined tunnels for transport and storage of waste and potable waterLueghamer, A. / International Geosynthetics Society et al. | 2006
- 689
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Adhesive waterproof sheeting for underground tunnelsIse, T. / Yaguchi, N. / Tateyama, M. / International Geosynthetics Society et al. | 2006
- 697
-
Erosion control for sustainable highway and urban constructions in Southeast AsiaLeong, K. W. / Chew, S. H. / Lim, L. K. A. / International Geosynthetics Society et al. | 2006
- 701
-
Application of geosynthetics to road in loess area in northwest ChinaTao, L. / Zhang, Y. / Wu, W. / International Geosynthetics Society et al. | 2006
- 705
-
Experience on using plastic geocells in the construction of roads under conditions of the Arctic of RussiaLeytland, I. V. / Aliver, Y. A. / Bubnovsky, V. V. / International Geosynthetics Society et al. | 2006
- 709
-
The Malaysian experience of erosion control system incorporating geosynthetics & bio-engineering in streambank, swale and hillslope applicationsKam, S. / International Geosynthetics Society et al. | 2006
- 713
-
Effect of soil compaction on behavior of a geocomposite for erosion controlImagawa, K. / Kondo, S. / Miyata, Y. / Shigehisa, S. / Suetsugu, D. / International Geosynthetics Society et al. | 2006
- 717
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Use of geogrid for surface protection of a reinforced steep slopeWatanabe, K. / Kumada, T. / Ogata, T. / Alfaro, M. C. / International Geosynthetics Society et al. | 2006
- 721
-
Slope protection of Da-Wa delta-plain reservoir using fabriform concretePan, S. / Jiang, X. / Jiang, K. / International Geosynthetics Society et al. | 2006
- 725
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Ecological slope protection and its practice in the regulatory of Qinhuai newly riverChen, D. / He, H. / International Geosynthetics Society et al. | 2006
- 729
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Damage to dike revetments strengthened with geotextilesvan den Hoek, K. A. / Berendsen, E. / International Geosynthetics Society et al. | 2006
- 733
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Statistic study on application of geosynthetics for seepage and erosion preventionKitazume, M. / International Geosynthetics Society et al. | 2006
- 737
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Long term efficiency of erosion control geomatsPinzani, G. P. / Sauli, G. / International Geosynthetics Society et al. | 2006
- 741
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The use of index and bench-scale tests for the characterization of RECPsSmith, J. L. / Bhatia, S. K. / International Geosynthetics Society et al. | 2006
- 747
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Experiment on stability of dike piled with flat geotubeLin, G. / Shu, Y. M. / Zhu, C. R. / Shen, H. P. / International Geosynthetics Society et al. | 2006
- 753
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The use of geosynthetic containers for disposal of dredged sediments - a case historyCheek, P. M. / Yee, T. W. / International Geosynthetics Society et al. | 2006
- 757
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Application of submerged geotextile tubes for erosion prevention in east coast of KoreaOh, Y. I. / Shin, E. C. / International Geosynthetics Society et al. | 2006
- 761
-
Woorim beach protection - chasing the tide sand filled tubes vs. sand filled containersBuckley, J. / Hornsey, W. / International Geosynthetics Society et al. | 2006
- 765
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Design and construction of coastal erosion protection groynes using geocontainers, Langebaan, South AfricaMcClarty, A. / Cross, J. / James, G. M. / Gilbert, L. / International Geosynthetics Society et al. | 2006
- 769
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2-D finite element analysis and stability calculation of geotextile tubesZhang, W. / Tan, J. / International Geosynthetics Society et al. | 2006
- 773
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Geotextile tubes for protection of mangrove coast at Tanjung Piai Johor National Park, MalaysiaGhazali, N. H. M. / Kam, S. / Yee, T. W. / International Geosynthetics Society et al. | 2006
- 777
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Research on flood control mechanical technology with larger geocontainerZhang, B. / Wang, Z. / Deng, Y. / International Geosynthetics Society et al. | 2006
- 781
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Duration of the geosynthetic container in actual sitesMasuya, Y. / Mori, H. / Takahashi, I. / Takada, N. / Kohashi, H. / Kudo, Y. / Nakashima, K. / Hirota, O. / Honna, H. / International Geosynthetics Society et al. | 2006
- 785
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Response of a submerged geocontainer to an underwater explosion shock waveTyagi, V. K. / International Geosynthetics Society et al. | 2006
- 789
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Geosynthetics for disposing contaminated dredging sludge in harbour submarine basinsMichelangeli, A. / Vanoni, A. / Vergari, S. / International Geosynthetics Society et al. | 2006
- 793
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Laboratory and field tests on a ballasted geocomposite filter for the stabilisation of the seabed in the Venice lagoon inletsMayerle, G. / Cazzuffi, D. / Greco, P. / Sarti, L. / Vicari, M. / Usan, G. / International Geosynthetics Society et al. | 2006
- 801
-
Strength evaluation of fiber reinforced hot mixed open graded asphalt concreteBhosale, S. S. / International Geosynthetics Society et al. | 2006
- 805
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Geotextile paving fabric for airport rehabilitation works: The Philippine field experienceLim, L. K. / Renato, D. T. / Antonio, M. N. / Librado, P. G. / Chew, S. H. / International Geosynthetics Society et al. | 2006
- 809
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Prevention of risk due to karstic cavities detected in a recent motorway in Tunisia using geotextilesJamei, M. / Villard, P. / Zaghouani, K. / Cadilhac, F. / International Geosynthetics Society et al. | 2006
- 813
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Assessment of interface shear growth from measured geosynthetic strains in a reinforced pavement subject to repeated loadsPerkins, S. / Svano, G. / International Geosynthetics Society et al. | 2006
- 817
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Comparison of designs based on standard tests with on site measurements of the reinforcement effect of geogrids in executed road projectsRetzlaff, J. / Voskamp, W. / International Geosynthetics Society et al. | 2006
- 821
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Performance of road reinforced with polypropylene geotextile - a case studyGupte, A. / Satkalmi, V. / Bhonsle, S. / Viswanadham, B. V. S. / International Geosynthetics Society et al. | 2006
- 825
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The effect of geogrids under unbound sub base layersRetzlaff, J. / Turczynski, U. / Schwerdt, S. / International Geosynthetics Society et al. | 2006
- 831
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Reinforced low-volume flexible pavement response to accelerated loadingAl-Qadi, I. / Dessouky, S. / Tutumluer, E. / International Geosynthetics Society et al. | 2006
- 835
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Research of geosynthetics and highway application in Ningxia loess areaJin, J. / Zhang, Z. / Sui, Y. / Tao, L. / International Geosynthetics Society et al. | 2006
- 839
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A finite element study on optimum location of geogrid layer installation in asphalt overlayMoghadasnejad, F. / Toolabi, S. / International Geosynthetics Society et al. | 2006
- 843
-
Effects of surface soil stabilization by a lattice-frame-reinforced sheetYoshida, T. / Kitamoto, Y. / Shimada, Y. / Kuronuma, I. / Shibata, K. / Karasaki, K. / Goto, J. / Yagi, I. / International Geosynthetics Society et al. | 2006
- 849
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Application of polystyrene layer to railway subgrade as a countermeasure for frost heavingKojima, K. / Maruyama, O. / Matsumaru, T. / Aoki, H. / Yamazaki, T. / International Geosynthetics Society et al. | 2006
- 853
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Geosynthetics applications for heavy load railway mitigationKuo, C. / Lin, S. S. / Lee, W. F. / Huang, Y. M. / International Geosynthetics Society et al. | 2006
- 857
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Set up of a warning system integrated inside a reinforced geotextile for the survey of railwayBriancon, L. / Nancey, A. / Robinet, A. / Voet, M. / International Geosynthetics Society et al. | 2006
- 861
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Rapid restoration for a seriously damaged railway embankment during violent earthquakesKitamoto, Y. / Abe, H. / Shimomura, H. / Morishima, H. / Taniguchi, Y. / International Geosynthetics Society et al. | 2006
- 865
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Seismic design of geogrid reinforced soil embankment - Standard design of new Shinkansen railwayYonezawa, T. / Aoki, H. / Horii, K. / Tokita, Y. / Tateyama, M. / International Geosynthetics Society et al. | 2006
- 869
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Reducing seismic displacement of gravity-type highway bridge abutments using soil reinforcementHuang, C. C. / Chen, F. C. / Wu, H. J. / International Geosynthetics Society et al. | 2006
- 875
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The effects of large scale earthquakes on EPS structuresMasuo, T. / Hara, K. / International Geosynthetics Society et al. | 2006
- 879
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Shake table tests for caisson-type quay walls retrofitted by geogridsIchii, K. / Suzuki, Y. / Hironaka, J. / Terakawa, H. / Shigehisa, S. / Fukuda, M. / International Geosynthetics Society et al. | 2006
- 883
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Geosynthetics reinforcement for marine structure with soil stabilizationMiyata, Y. / Ichi-I, K. / Suzuki, Y. / Hirai, T. / Takaba, Y. / Fukuda, M. / International Geosynthetics Society et al. | 2006
- 889
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Design and construction of geotextile encased columns supporting geogrid reinforced landscape embankments; Bastions Vijfwal Houten in the NetherlandsBrokemper, D. / Sobolewski, J. / Alexiew, D. / Brok, C. / International Geosynthetics Society et al. | 2006
- 893
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Newport Southern Distributor Road: Uses of geosyntheticsCorbet, S. P. / Shaw-Smith, E. J. / International Geosynthetics Society et al. | 2006
- 897
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Geosynthetics - innovative tool in soil reinforcementKlapperich, H. / Aydogmus, T. / International Geosynthetics Society et al. | 2006
- 901
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Geosynthetic reinforced piled embankment - large-scale model tests and numerical modellingChew, S. H. / Phoon, H. L. / Le Hello, B. / Villard, P. / International Geosynthetics Society et al. | 2006
- 905
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Railway embankment on "high speed piles" - design, installation and monitoringvan der Stoel, A. E. C. / de Lange, A. P. / Bussert, F. / Meyer, N. / International Geosynthetics Society et al. | 2006
- 909
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The use of geogrids in the construction of piled embankments on the new lines of the Italian high speed trainMarchi, G. F. / Schiavo, M. / Kempton, G. / Naughton, P. / Scotto, M. / International Geosynthetics Society et al. | 2006
- 913
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The new federal highway (Autobahn) A26 in Germany with high geosynthetic reinforced embankments on soft soilsBlume, K. / Alexiew, D. / Glotzl, F. / International Geosynthetics Society et al. | 2006
- 917
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Behavior with time of reinforced embankments over soft soilCampos, S. / Abramento, M. / Castro, G. R. / International Geosynthetics Society et al. | 2006
- 921
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Motorway embankment on soft soil - monitoring and analysisArah, R. / Faure, Y. H. / Ung, S. Y. / Michaud, B. / International Geosynthetics Society et al. | 2006
- 925
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A case history used EPS to construct the expressway embankment on soft subsoilLiXin, X. / ShaoHua, Y. / Bing, D. / TieRu, W. / International Geosynthetics Society et al. | 2006
- 929
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Field behavior of an instrumented geotextile reinforced piled embankment for an expressway in SingaporePhoon, H. L. / Chew, S. H. / Karunaratne, G. P. / Ng, C. C. / Kevin, G. / International Geosynthetics Society et al. | 2006
- 935
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Reinforced earth structures on soft alluvial deposits improved with prefabricated vertical drains and stabilizing bermsBiswas, S. / Adhikari, A. / International Geosynthetics Society et al. | 2006
- 941
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Lessons from construction of geosynthetic-reinforced soil retaining wallshaving full-height rigid facing for the last 10 yearsTamura, Y. / International Geosynthetics Society et al. | 2006
- 945
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Application of strain gauges to measure nonwoven geotextile deformation in reinforced soil wallWon, M.-S. / Kim, Y.-S. / International Geosynthetics Society et al. | 2006
- 949
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Highway three-tier surface geogrid reinforced wallTurcek, P. / Turinic, L. / Baslik, R. / International Geosynthetics Society et al. | 2006
- 953
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Design and performance of an 11-m high block-faced geogrid wallAllen, T. M. / Bathurst, R. J. / International Geosynthetics Society et al. | 2006
- 957
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Vegetated retaining walls using concrete units and geogrids along the A8 motorway in AustriaFuchs, P. / International Geosynthetics Society et al. | 2006
- 961
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Enhancing internal stability of reinforced soil slopes with anchorsGui, S. Q. / Aydin, A. / Liu, W. / Dai, Z. J. / International Geosynthetics Society et al. | 2006
- 965
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Application of soil nailing and reinforcement with geogrid in expansion and repair of mountain roadsPhienwej, N. / Bergado, D. T. / Abuel-Naga, H. M. / International Geosynthetics Society et al. | 2006
- 969
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A complex segmental concrete block retaining wall structure for the reconstruction of a historical bridgeManni, E. / Rimoldi, P. / International Geosynthetics Society et al. | 2006
- 973
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Road ramps reinforced with geosynthetics in substitution of a traditional design solutionColleselli, F. / Trevisan, S. / Russo, L. E. / International Geosynthetics Society et al. | 2006
- 977
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Geosynthetic-related products and applications for reinforced soil walls and steep slopes in JapanMaeda, S. / Torium, N. / Ishikawa, S. / Shintani, H. / Matsumoto, N. / Kaneko, T. / Sawahara, K. / Ikoma, K. / Amano, M. / Hara, K. et al. | 2006
- 985
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Visualization of load transfer mechanisms of reinforced soil on pile element using X-ray CT methodHironaka, J. / Gu, S. / Otani, J. / Hirai, T. / International Geosynthetics Society et al. | 2006
- 989
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Sisal fibre geotextiles for soil strengtheningSarsby, R. / Mwasha, A. / Searle, D. / Karri, R. S. / International Geosynthetics Society et al. | 2006
- 993
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Investigation of geogrid base reinforcement mechanisms considering residual stress and confinement effectsKwon, J. / Tutumluer, E. / Konietzky, H. / Keip, M.-A. / International Geosynthetics Society et al. | 2006
- 997
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Experimental analyses of geosynthetic reinforced foundations on layered soil depositBerardi, R. / Pinzani, G. P. / International Geosynthetics Society et al. | 2006
- 1001
-
Soft ground improvement by vertical rigid piles and basal geosynthetic reinforcement - physical modellingJenck, O. / Dias, D. / Kastner, R. / International Geosynthetics Society et al. | 2006
- 1005
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Hybrid-sandwiched foundations reinforced with geosyntheticsYasuhara, K. / Murakami, S. / Komine, H. / Sakakibara, T. / International Geosynthetics Society et al. | 2006
- 1011
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Field test of embankment constructed by column-net methodAoki, H. / Nishioka, H. / Tateyama, M. / Yazaki, S. / Shinoda, M. / International Geosynthetics Society et al. | 2006
- 1015
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Properties of composite foundation of deep mixing cement piles and geotextile-reinforced cushion at Wenzhou Grain DepotXie, X. / Liu, K. / Zhu, X. / International Geosynthetics Society et al. | 2006
- 1019
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A new countermeasure for soft ground using surface stabilization and geosyntheticsMasuda, H. / Yokomine, M. / Okochi, Y. / International Geosynthetics Society et al. | 2006
- 1023
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Seismic stability analysis of base-reinforced embankments on soft soilsBiondi, G. / Brighina, A. / Maugeri, M. / International Geosynthetics Society et al. | 2006
- 1029
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Deformations of geosynthetic-reinforced column-supported embankmentsHuang, J. / Han, J. / Collin, J. G. / International Geosynthetics Society et al. | 2006
- 1033
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Sliding resistance mechanism and whole stability analysis for reinforced soft foundation of embankment with geofabricTang, H. / Wang, H. / International Geosynthetics Society et al. | 2006
- 1041
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Mechanical properties of geotextile reinforcement, 30 years after installationHarney, M. D. / Holtz, R. D. / International Geosynthetics Society et al. | 2006
- 1045
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A road embankment with slopes reinforced with geosynthetics - A Portuguese case studyMendonca, A. / Lopes, M. / International Geosynthetics Society et al. | 2006
- 1049
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Investigation of the behaviour of geosynthetic/soil systems in reinforced-soil structuresAschauer, F. / Wu, W. / Oberreiter, K. / International Geosynthetics Society et al. | 2006
- 1053
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Three case histories of different specific uncommon geogrid-reinforced slopesAlexiew, D. / Amigot, I. / Hangen, H. / International Geosynthetics Society et al. | 2006
- 1057
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Reinforced soil structure trench with geogrid and head wall using interlocked concrete blocksGomes, R. O. M. / Ribeiro, L. S. / Vidal, D. / International Geosynthetics Society et al. | 2006
- 1061
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The construction of an embankment in Iran designed to fail by rotation to lift 4 m of crystalline salt from the river bed, out of the waterRankilor, P. / Holgate, A. / International Geosynthetics Society et al. | 2006
- 1065
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Performance of a 37m high geogrid reinforced soil structure constructed over a disused sewage treatment pondLee, E. C. / Neoh, C. A. / Tu, Y. E. / Har, L. Y. K. / International Geosynthetics Society et al. | 2006
- 1071
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Survey of a bridge abutment reinforced by geosynthetics, with optic sensors integrated in geotextile stripsNancey, A. / Rossi, D. / Boons, B. / International Geosynthetics Society et al. | 2006
- 1075
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Behaviour of geosynthetic-reinforced soil retaining wall subjected to forced cyclic horizontal displacement at wall faceHirakawa, D. / Nojiri, M. / Aizawa, H. / Tatsuoka, F. / Sumiyoshi, T. / Uchimura, T. / International Geosynthetics Society et al. | 2006
- 1079
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Field performance and pullout tests of geosynthetics reinforced soil slope using residual soil in SingaporeLim, H. T. / Chew, S. H. / Karunaratne, G. P. / He, Z. W. / Ho, C. T. / Toh, C. K. / Koh, H. L. / Khoo, T. K. / Chua, K. C. / International Geosynthetics Society et al. | 2006
- 1085
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Use of geotextiles to overcome challenging conditions at the seawall project in Port of BrisbaneAmeratunga, J. / Boyle, P. J. / Loke, K. H. / Hornsey, W. / Strevens, M. / International Geosynthetics Society et al. | 2006
- 1089
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A debris flow induced by the collapse of a reinforced earth wallChen, R. H. / Chen, K. S. / International Geosynthetics Society et al. | 2006
- 1093
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A construction case of geotextile-reinforced soil retaining walls at the waste landfill site construction of the open-air theater in Moerenuma ParkNonaka, T. / Tei, K. / Tachibana, N. / International Geosynthetics Society et al. | 2006
- 1097
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Case history: PVA geogrid reinforced wall for a residue deposit facilityPaes, G. / Filho, L. M. C. / Pacheco, E. / Silva, A. E. F. / International Geosynthetics Society et al. | 2006
- 1101
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Modern solutions based on geosyntetics applied for the execution of a retaining wall on the road section DN13 Brasov - Sighisoara, km 37+049 - km 37+129Hanganu, E. / Barariu, A. R. / Radulescu, M. / Gruianu, C. / Feodorov, V. / Fodor, V. / Voicu, L. / International Geosynthetics Society et al. | 2006
- 1105
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Case studies of geosynthetic reinforced earth structure failuresWu, J. Y. / Tang, A. H. / International Geosynthetics Society et al. | 2006
- 1109
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A case study of reinforced slope in Thailand: Lumpang - Lamphun highwayMontri, D. / International Geosynthetics Society et al. | 2006
- 1113
-
Prediction and performance of reinforced soil structuresHerle, V. / International Geosynthetics Society et al. | 2006
- 1117
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Structures reinforced with geosynthetics - some illustrated causes of failureDavies, P. L. / International Geosynthetics Society et al. | 2006
- 1125
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Measurement of panel deformations of a polymer reinforced soil bridge abutmentOzcelik, H. / International Geosynthetics Society et al. | 2006
- 1129
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Field monitoring and numerical prediction of the response of a nonwoven geotextile-reinforced wallPedroso, E. M. / Bueno, B. S. / Benjamim, C. V. S. / Zornberg, J. G. / International Geosynthetics Society et al. | 2006
- 1133
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Field observation of reinforced soil retaining wall of "double wall structure"Yoshida, K. / Yokota, Y. / Tatta, N. / Tsuji, S. / Arai, K. / International Geosynthetics Society et al. | 2006
- 1137
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Field monitoring of two geogrid-reinforced steep soil walls in a 2-tiered configurationCho, S. D. / Lee, K. W. / Lee, H. Y. / Chang, K. S. / International Geosynthetics Society et al. | 2006
- 1141
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Case study on the global slope failure with geogrid reinforced soil wallHan, J. G. / Kim, J. S. / Hong, K. K. / Cho, S. D. / Lee, K. W. / Jeong, S.-S. / International Geosynthetics Society et al. | 2006
- 1145
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A case study of hybrid reinforced geo-structure using reinforced concrete block and slopeKim, Y.-N. / Chae, Y.-S. / Lee, K.-I. / Kim, T.-H. / International Geosynthetics Society et al. | 2006
- 1149
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Field performance of instrumented geosynthetics reinforced soil walls under large scale blast loadingHe, Z. W. / Chew, S. H. / Tan, H. W. A. / Karunaratne, G. P. / Chew, A. / International Geosynthetics Society et al. | 2006
- 1153
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Effect of geometry & geosynthetics type on the effectiveness of reinforced soil (RS) walls as protection against blast loadsTan, H. W. A. / Chew, S. H. / He, Z. W. / Karunaratne, G. P. / Seah, Y. T. / International Geosynthetics Society et al. | 2006
- 1157
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Design and construction of a high embankment with siltstone excavated materials reinforced by geogridsKollios, A. / International Geosynthetics Society et al. | 2006
- 1161
-
A protective structure for mud flows in Northern ItalyRecalcati, P. / Negrini, G. / International Geosynthetics Society et al. | 2006
- 1165
-
Three infrastructure projects using geosynthetics in ThailandYee, T. W. / Kovittayanun, N. / Mattanapojanard, C. / Hong, C. W. / Cheah, S. C. / International Geosynthetics Society et al. | 2006
- 1169
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Backanalysis of an instrumented reinforced abutment on soft soilAraujo, G. L. / Palmeira, E. M. / International Geosynthetics Society et al. | 2006
- 1173
-
Research on the mode of operation of geosynthetic reinforced load-bearing systems over soft layers in railway linesWeisemann, U. / Lieberenz, K. / Vogel, W. / International Geosynthetics Society et al. | 2006
- 1181
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In situ construction of a geogrid reinforced soil wall combined with soil cementIto, H. / Saito, T. / Izawa, J. / Kuwano, J. / International Geosynthetics Society et al. | 2006
- 1185
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Use of geocells for lining a steep drainage channel in mining areaAbramento, M. / Wickert, F. / Franca, P. / Franco, D. / Duraes, D. / Senf, D. / International Geosynthetics Society et al. | 2006
- 1189
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Landslide stabilization using geofoamMann, G. / Stark, T. D. / International Geosynthetics Society et al. | 2006
- 1193
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Landslide area stabilization by geogrids at low deformationMassone, G. / Pinzani, G. P. / International Geosynthetics Society et al. | 2006
- 1197
-
Reinforced steep vegetated slope 60 m height for landslide stabilization in Lona-Lases (Trento-Italy)Torre, A. D. / Benigni, C. / Sforza, G. C. / Fantini, P. / International Geosynthetics Society et al. | 2006
- 1201
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Design and performance of a new type of reinforced earth slopeOhta, H. / Iwata, E. / Arai, K. / Kawamura, K. / Nishimoto, T. / Yokota, Y. / Tsuji, S. / International Geosynthetics Society et al. | 2006
- 1205
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Long term monitoring of alkalinity at the geogrid-block interface at a full scale masonry block retaining wallKoerner, G. R. / Koerner, R. M. / Hsuan, Y. G. / International Geosynthetics Society et al. | 2006
- 1209
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Use of tropical soils as backfill of reinforced soil structures in BrazilBueno, B. S. / Vilar, O. M. / Zornberg, J. G. / International Geosynthetics Society et al. | 2006
- 1213
-
Soil cantilever reinforced by geosynthetics and pre-stressed steel barsIizuka, A. / Hirata, M. / Ohta, H. / Yokota, Y. / International Geosynthetics Society et al. | 2006
- 1219
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Living noise barrier by geosynthetics reinforced soil wallWu, W. / Aschauer, F. / Oberreiter, K. / Gruber, J. / Schon, H. / International Geosynthetics Society et al. | 2006
- 1223
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Innovative design for repairing Gondo mudslide by 20 m high geogrid wallJaecklin, F. P. / International Geosynthetics Society et al. | 2006
- 1231
-
Temperature and design strength of polyester-based reinforcements in retaining wall applicationsFreitag, N. / Jailloux, J.-M. / Fernandes, K. S. / International Geosynthetics Society et al. | 2006
- 1235
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Selecting the most important parameters in geosynthetic reinforcement applicationsTroskie, M. M. / International Geosynthetics Society et al. | 2006
- 1241
-
EBGEO - German recommendation for reinforcement with geosyntheticsBrau, G. / International Geosynthetics Society et al. | 2006
- 1245
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Review of design methods for geosynthetic reinforced soil walls - an Australian perspectiveChow, R. W. / International Geosynthetics Society et al. | 2006
- 1249
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A design procedure for geosynthetic reinforced soil structuresMoraci, N. / Rimoldi, P. / Mandaglio, M. C. / International Geosynthetics Society et al. | 2006
- 1255
-
Deterministic and probabilistic Newmark analyses on geosynthetic-reinforced soil slopesShinoda, M. / Horii, K. / Yonezawa, T. / Tateyama, M. / Koseki, J. / International Geosynthetics Society et al. | 2006
- 1259
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Reliability analysis of internal stability of geosynthetic reinforced soil wallsHaddad, A. / Shafabakhsh, G. / International Geosynthetics Society et al. | 2006
- 1263
-
The critical height and it's sensibility analysis of the reinforced slopeQiao, L. P. / Wang, Z. / International Geosynthetics Society et al. | 2006
- 1267
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Effect of foundation yielding on the deformation behavior of two tier modular black wall - a numerical investigationYoo, C. / Jung, H. Y. / Kim, S. B. / Song, A. R. / International Geosynthetics Society et al. | 2006
- 1271
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Some considerations about the calculus of earth retaining structures reinforced with geosyntheticsChirica, A. / Baicu, A. M. / International Geosynthetics Society et al. | 2006
- 1275
-
New method for internal stability analysis of geogrid-reinforced soil wall - Slice method considering distribution of confining effectKawamura, T. / Umezaki, T. / Ochiai, H. / International Geosynthetics Society et al. | 2006
- 1279
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Studying on the structural design partial coefficients of the inner stability of reinforced earth structures based on the least square principleLiu, M. / Li, J. / He, G. / International Geosynthetics Society et al. | 2006
- 1285
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Applicability evaluation of geogrids in Reinforcement SystemCho, S. H. / Jeon, H.-Y. / International Geosynthetics Society et al. | 2006
- 1291
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The calculations of elastic-plastic damage of non-weave geo-technological fabric for strengthening embankmentWang, N. / Wang, H. / International Geosynthetics Society et al. | 2006
- 1295
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The construction of improved foundation using geosynthetic materialsAndrei, S. / Hanganu, E. / Barariu, A. / Georgescu, E. / Costica, E. / International Geosynthetics Society et al. | 2006
- 1299
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Numerical investigation of shear localization in granular soil along a geogrid reinforcementBauer, E. / Tantono, F. S. / International Geosynthetics Society et al. | 2006
- 1303
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Confining effect of geogrid-reinforced soil linked with soil dilatancy and its application to practical design methodYasufuku, N. / Ochiai, H. / Kaneshige, M. / Kawamura, T. / International Geosynthetics Society et al. | 2006
- 1307
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An investigation to arching effect on reinforced slopes with vertical reinforcementMoradi, M. / Elahi, H. R. / International Geosynthetics Society et al. | 2006
- 1311
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A new classification of reinforced soil failure modes leading to a new theory of reinforced soil and reinforced soil design - Based on laboratory test apparatus and results from gravity-induced self-loaded failures of reinforced soil structures up to 1.8 m highRankilor, P. R. / International Geosynthetics Society et al. | 2006
- 1317
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The discovery of the true nature of compound failure without reinforcement pull-out: The chimeric failure typeAssinder, P. / Rankilor, P. R. / International Geosynthetics Society et al. | 2006
- 1321
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Study of the face deformation of brick faced reinforced wallsCorreia, A. A. S. / Pinto, M. I. M. / Lopes, M. L. / International Geosynthetics Society et al. | 2006
- 1325
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Prediction of the deformation of a reinforced soil wallKaga, M. / International Geosynthetics Society et al. | 2006
- 1329
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A comparative study on design of geosynthetic reinforced modular block wall in tiered arrangementYoo, C. / Kim, S. B. / Park, S. S. / International Geosynthetics Society et al. | 2006
- 1335
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Numerical tools for geosynthetic reinforced walls design: A performance assessment on the basis of laboratory-scale models resultsQueiroz, P. I. B. / Batista, N. A. / Santos, C. T. / Vidal, D. / Gomes, R. C. / International Geosynthetics Society et al. | 2006
- 1339
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Modelling and performance analysis of a reinforcing loess embankmentZhang, Y. / Tao, L. / Zou, Z. / Wang, F. / International Geosynthetics Society et al. | 2006
- 1343
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Parametric analysis of reinforced soil walls with different height and reinforcement stiffnessBathurst, R. J. / Hatami, K. / International Geosynthetics Society et al. | 2006
- 1347
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Stability analyses of geosynthetic-reinforced earth structures using limit equilibrium and numerical methodsHan, J. / Leshchinsky, D. / International Geosynthetics Society et al. | 2006
- 1351
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Effect of valley on behavior of reinforced earth retaining structuresFan, C.-C. / Kang, C.-F. / International Geosynthetics Society et al. | 2006
- 1357
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FE analysis on the rate-dependent behaviour of model geosynthetic-reinforced soil retaining wallNoguchi, T. / Kongkitkul, W. / Hirakawa, D. / Tatsuoka, F. / International Geosynthetics Society et al. | 2006
- 1361
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FE analyses of reinforced slopes using the shear strength reduction techniqueFaheem, H. / Cai, F. / Ugai, K. / International Geosynthetics Society et al. | 2006
- 1365
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Numerical modelling of a geosynthetic reinforced soil retaining wall subjected to seismic loadingVieira, C. S. / Lopes, M. L. / Caldeira, L. M. M. S. / International Geosynthetics Society et al. | 2006
- 1371
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Numerical methods for estimating seismic retrofit effect of SG-Wall methodFukuda, M. / Ye, G. L. / Ichii, K. / Hironaka, J. / Takaba, Y. / International Geosynthetics Society et al. | 2006
- 1377
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Evaluation of mechanical behavior of a Brazilian marginal soil for reinforced soil structuresPatias, J. / Bueno, B. S. / Zornberg, J. G. / International Geosynthetics Society et al. | 2006
- 1381
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Effects of boundary friction on the strength and deformation of geosynthetic-reinforced sand in large-scale plane strain compression testsLiu, C. N. / Liu, B.-Y. / Chen, T. C. / Ho, Y. H. / International Geosynthetics Society et al. | 2006
- 1385
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Large scale plate load testing of biaxial geogrids with integral junctionsKupec, J. / Jenner, C. / McGown, A. / International Geosynthetics Society et al. | 2006
- 1389
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Effects of reinforcement stiffness on deformation of reinforced soil structures under cyclic and sustained loadUchimura, T. / Nguyen, C.-A. / International Geosynthetics Society et al. | 2006
- 1393
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Shear behavior of decomposed granite soil reinforced with fibreLee, J.-S. / Chae, Y.-S. / Lee, K.-I. / Kim, T.-H. / International Geosynthetics Society et al. | 2006
- 1397
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Experimental and numerical investigation on reinforced sand samplesCividini, A. / International Geosynthetics Society et al. | 2006
- 1401
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Effect of triaxial compression testing factors on sand - geotextile interface frictionMarkou, I. / Droudakis, A. / International Geosynthetics Society et al. | 2006
- 1405
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Compressive strength of reinforced sand in plane strain compression and its approximate solutionKongkitkul, W. / Tatsuoka, F. / International Geosynthetics Society et al. | 2006
- 1409
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Laboratory small scale tests to study the behavior of reinforced soil wallVafaeian, M. / Abbaszadeh, R. / International Geosynthetics Society et al. | 2006
- 1413
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Influence of soil compaction, facing type and inclination on the behavior of geogrid reinforced soil wallsGuedes, V. C. P. / Ehrlich, M. / International Geosynthetics Society et al. | 2006
- 1417
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Unsaturated infiltration on artificial embankments reinforced with geosyntheticsGarcia, E. F. / Gallage, C. P. K. / Uchimura, T. / International Geosynthetics Society et al. | 2006
- 1421
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Reinforcement stiffness effect on the behaviour of retaining wall - experimental testsKulczykowski, M. / International Geosynthetics Society et al. | 2006
- 1427
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Evaluation of interaction properties of PVA geogrids in stabilized cohesive soils: Shear- and pullout testsAydogmus, T. / Alexiew, D. / Klapperich, H. / International Geosynthetics Society et al. | 2006
- 1431
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A new theoretical method to evaluate the peak and the residual pullout resistance of extruded geogrids embedded in granular soilsCardile, G. / Gioffre, D. / Moraci, N. / International Geosynthetics Society et al. | 2006
- 1437
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New definition of pullout constantJu, J. W. / Park, J. B. / Song, C. S. / Chun, S. / Cho, S. D. / Kim, J. H. / International Geosynthetics Society et al. | 2006
- 1443
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Geogrid pullout tests using small scale equipmentKakuda, F. M. / Bueno, B. S. / Teixeira, S. H. C. / International Geosynthetics Society et al. | 2006
- 1447
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The friction characteristic between lightweight soil materials with mixing foamed scrap glass and application on the reinforced soilsKubo, T. / Yokota, Y. / Makiuchi, K. / Minegishi, K. / International Geosynthetics Society et al. | 2006
- 1451
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Interaction behaviour of geosynthetics and soil under static and cyclic loadings using the pull-out testNernheim, A. / Meyer, N. / International Geosynthetics Society et al. | 2006
- 1455
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Geosynthetic pullout in fine-grained soil: Analysis of soil/ geosynthetic interface behaviourPinho-Lopes, M. / Silvano, R. / Lopes, M. L. / International Geosynthetics Society et al. | 2006
- 1459
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Soil/ Geosynthetic interface characterization - The influence of some aspects of the test procedureSilvano, R. / Lopes, M. L. / International Geosynthetics Society et al. | 2006
- 1463
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Interaction between geogrid reinforcement and tire chips-sands mixtureTanchaisawat, T. / Bergado, D. T. / Prempramote, S. / Ramana, G. V. / Piyaboon, S. / Anujorn, P. / International Geosynthetics Society et al. | 2006
- 1467
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Pullout tests of geogrid embedded in cement-mixed gravelWatanabe, K. / Tateyama, M. / Uchimura, T. / Yonezawa, T. / Aoki, H. / International Geosynthetics Society et al. | 2006
- 1471
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Research on process separation of pullout tests based on orthogonal design theoryXu, L. / Lu, D. / Li, K. / Chen, H. / International Geosynthetics Society et al. | 2006
- 1475
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FEM simulation of pullout resistance of geogrid in soilZhu, J. G. / Chen, X. M. / Xu, Y. Y. / International Geosynthetics Society et al. | 2006
- 1479
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A new dimensioning approach for geogrids with stiff junctionsZiegler, M. / International Geosynthetics Society et al. | 2006
- 1485
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Prediction of deformation of retaining walls of geosynthetic-reinforced soil under large earthquakesFujii, T. / Izawa, J. / Kuwano, J. / Ishihara, M. / Nakane, A. / International Geosynthetics Society et al. | 2006
- 1489
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Experimental seismic analysis of geosynthetic-reinforced soil structures with three-dimensional reinforcements by shaking table testsGrasso, A. S. L. / Maugeri, M. / Recalcati, P. / International Geosynthetics Society et al. | 2006
- 1495
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Seismic stability of reinforced soil wall under different seismic waves using centrifuge shaking table testsIzawa, J. / Kuwano, J. / International Geosynthetics Society et al. | 2006
- 1499
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Seismic behavior of geogrid-reinforced structure based on shear characteristics of reinforced soilMatsushima, K. / Mohri, Y. / Aqil, U. / Yamazaki, S. / Ling, H. I. / Tatsuoka, F. / International Geosynthetics Society et al. | 2006
- 1503
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Dynamic behavior assessment of geosynthetic reinforced soil wallsAzad, A. / Yasrobi, S. S. / Pak, A. / International Geosynthetics Society et al. | 2006
- 1507
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Shaking table model tests on geogrid reinforced soil retaining wall with embedded sheetpileNakajima, S. / Koseki, J. / Watanabe, K. / Tateyama, M. / Kato, N. / International Geosynthetics Society et al. | 2006
- 1511
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Seismic stability of the geogrid-reinforced soil wall combined with soil cementSaito, T. / Ito, H. / Izawa, J. / Kuwano, J. / International Geosynthetics Society et al. | 2006
- 1515
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Model experiments for earthquake-resistant performance of geotextile using aluminum rod layerOsakabe, T. / Kouda, M. / Sato, H. / Ishii, M. / Tamura, M. / Matsuzawa, K. / Kumada, T. / International Geosynthetics Society et al. | 2006
- 1519
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Effect of deck load on seismic stability of segmental bridge abutmentsFakharian, K. / Attar, I. H. / International Geosynthetics Society et al. | 2006
- 1523
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Experimental research on the potential failure surface and stress of a reinforced earth wing wall of a water sluiceLiu, Z. / Han, H. / International Geosynthetics Society et al. | 2006
- 1529
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National European specifications and the energy conceptNikbakht, M. / Diederich, R. / International Geosynthetics Society et al. | 2006
- 1535
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Laboratory test method to evaluate the installation damage of geotextilesShevchuk, V. / Mozgovoy, V. / Gamelyak, I. / Shevchuk, E. / International Geosynthetics Society et al. | 2006
- 1539
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How to predict hundred year lifetimes for geosyntheticsGreenwood, J. H. / Friday, A. / International Geosynthetics Society et al. | 2006
- 1543
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Deformation of geosynthetic-reinforced clay subjected to wetting-dryingPathak, Y. P. / Alfaro, M. C. / International Geosynthetics Society et al. | 2006
- 1547
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Influence of temperature, high oxygen pressure in aqueous media on accelerated ageing of polypropyleneRichaud, E. / Farcas, F. / Benneton, J. P. / International Geosynthetics Society et al. | 2006
- 1551
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Durability based on resistance tests of geosynthetics submerged in a sulphurous environmentGomes, L. M. F. / Santos, F. R. / Nunes, M. F. / International Geosynthetics Society et al. | 2006
- 1555
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The stepped isothermal method for lifetime prediction of PET geogrids sheathed in PPKoo, H. / Kim, D. / Kim, Y. / International Geosynthetics Society et al. | 2006
- 1559
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Durability of polypropylene geotextiles exposed to several degradation agents - Importance of the incorporation of a chemical stabilizer on the geotextiles formulationCarneiro, J. R. / Almeida, P. J. / Lopes, M. L. / International Geosynthetics Society et al. | 2006
- 1563
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A lifetime prediction method for polymer geotextile oxidationFayolle, B. / Colin, X. / Audouin, L. / Verdu, J. / International Geosynthetics Society et al. | 2006
- 1567
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Investigation of stress cracking in a reinforced polypropylene floating coverPeggs, I. D. / International Geosynthetics Society et al. | 2006
- 1573
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A study on the durability of a triple liner system - Stress and deformation analysis by finite element methodKamei, H. / Asada, H. / Maeda, I. / Ueda, M. / Akai, T. / Kamon, M. / International Geosynthetics Society et al. | 2006
- 1577
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Life-time assessment of polyester based geosyntheticsNaughton, P. J. / Kempton, G. T. / International Geosynthetics Society et al. | 2006
- 1581
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Creep strains of high strength polyester geogrids measured by conventional and accelerated test methodsHsieh, C. / Lee, I. / Tain, Y. / International Geosynthetics Society et al. | 2006
- 1587
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Viscous property and time-dependent degradation of geosynthetic reinforcementTatsuoka, F. / Kongkitkul, W. / Hirakawa, D. / International Geosynthetics Society et al. | 2006
- 1591
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A comparison of different techniques for determining the tensile and creep strength and creep reduction factor of a geogridWrigley, N. E. / Liu, W. / Wang, H. / International Geosynthetics Society et al. | 2006
- 1595
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Opinions about creep rupture in soil reinforcement designSegrestin, P. / Freitag, N. / International Geosynthetics Society et al. | 2006
- 1599
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Swing up in creep curves at high loadings of PET bars - further proof of the molecular chain change modelVoskamp, W. / Retzlaff, J. / International Geosynthetics Society et al. | 2006
- 1605
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Creep properties of geosynthetics during increasing loading and after partial unloadingKazimierowicz-Frankowska, K. / International Geosynthetics Society et al. | 2006
- 1609
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Chemical ageing and creep analyses - influence of synergy and test specimen preparationTrentini, R. S. / Vidal, D. / Martins, P. M. / International Geosynthetics Society et al. | 2006
- 1613
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Analytical approach to determine long-term creep behaviors of geosynthetic reinforcements by strain compatibilityYuu, J. J. / Jeon, H.-Y. / Lee, J. Y. / International Geosynthetics Society et al. | 2006
- 1617
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Experimental study on rheology behaviour geogrids and numerical analysis of reinforced earth structures by visco-elasto-plasticity FEMLuan, M. T. / Xiao, C. Z. / Yang, Q. / Pei, J. J. / Shangguan, Y. L. / International Geosynthetics Society et al. | 2006
- 1621
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A study on the tensile properties of geotextiles confined in granuleZhou, R. / Ding, X. / International Geosynthetics Society et al. | 2006
- 1627
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Physico-mechanical properties of the composite "Cellular system - Cell infill material"Matveev, S. A. / Nemirovsky, Y. V. / International Geosynthetics Society et al. | 2006
- 1631
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Experiment on stabilized swelled mudstone reinforced with geocellLi, J.-W. / Huang, H.-W. / International Geosynthetics Society et al. | 2006
- 1635
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Basic characteristics of the hose-like textiles filled with the various lightweight soilKurata, M. / Shibata, K. / Minegishi, K. / Makisako, T. / International Geosynthetics Society et al. | 2006
- 1639
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The compressive creep behavior of an expanded polystyrene geofoamYeo, S.-S. / Hsuan, Y. G. / International Geosynthetics Society et al. | 2006
- 1643
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An application of expanded polystyrene board in frozen regionsZhang, B. / Liu, G. / Xu, Z. / International Geosynthetics Society et al. | 2006
- 1647
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EPS geofoam surface shear resistanceChrysikos, D. A. / Atmatzidis, D. K. / Missirlis, E. G. / International Geosynthetics Society et al. | 2006
- 1651
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Strength-deformation characteristics of lightweight geomaterial mixed with EPS beadsMinegishi, K. / Makiuchi, K. / International Geosynthetics Society et al. | 2006
- 1655
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Effect of reinforcing expanded-beads mixed light-weight soil with geogridsFurumoto, K. / Kohashi, H. / Geshi, H. / Chiba, T. / Nishimura, J. / Saito, K. / Furuichi, M. / Kudo, H. / International Geosynthetics Society et al. | 2006
- 1659
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Strength properties of air-formed lightweight soils with various types of short fibersOmine, K. / Ochiai, H. / Yasufuku, N. / Kobayashi, T. / Takayama, E. / International Geosynthetics Society et al. | 2006
- 1663
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Residual shear strength of sandy clay reinforced with short polypropylene fibres randomly orientedFalorca, I. M. C. F. G. / Pinto, M. I. M. / Gomes, L. M. F. / International Geosynthetics Society et al. | 2006
- 1667
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Behaviour of sand reinforced with coir fibresDamarashetty, U. / Rao, G. V. / Dutta, R. K. / International Geosynthetics Society et al. | 2006
- 1671
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Studies on the deformation behaviour of randomly reinforced soil liners in a geocentrifugeViswanadham, B. V. S. / Sengupta, S. S. / Muthukumaran, A. E. / International Geosynthetics Society et al. | 2006
- 1677
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Triaxial tests on sand reinforced with 3D reinforcing elementsZhang, M. X. / Min, X. / Javadi, A. A. / International Geosynthetics Society et al. | 2006
- 1681
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Numerical analysis of geosynthetic encased stone columnMurugesan, S. / Rajagopal, K. / International Geosynthetics Society et al. | 2006
- 1685
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Geo-reinforced sand columns: Small scale experimental tests and theoretical modellingdi Prisco, C. / Galli, A. / Cantarelli, E. / Bongiorno, D. / International Geosynthetics Society et al. | 2006
- 1689
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Field test of a pipeline buried at shallow depth with a geogridYamazaki, S. / Mohri, Y. / Matsushima, K. / Hori, T. / Fujita, N. / International Geosynthetics Society et al. | 2006
- 1695
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Model tests for new lightweight thrust restraint using geogridKawabata, T. / Sawada, Y. / Uchida, K. / Kitano, T. / Ling, H. I. / Hirai, T. / Saito, K. / International Geosynthetics Society et al. | 2006
- 1699
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Uplift pressure removal system in underground structure utilizing geocomposite systemShin, E. C. / Das, B. M. / Kim, J. I. / Park, J. J. / International Geosynthetics Society et al. | 2006
- 1703
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Lateral shearing tests on geosynthetic soil bagsAqil, U. / Matsushima, K. / Mohri, Y. / Yamazaki, S. / Tatsuoka, F. / International Geosynthetics Society et al. | 2006
- 1707
-
Evaluation of strength and hydraulic properties of plasma treated nonwoven geotextilesBouazza, A. / Jeon, H.-Y. / International Geosynthetics Society et al. | 2006
- 1711
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Operational mechanisms and design approaches for geosynthetic reinforced load transfer platformsMcGown, A. / Kupec, J. / Jenner, C. / International Geosynthetics Society et al. | 2006