Effects of fabric anisotropy and stress condition on small strain stiffness of sands (English)
- New search for: Yamashita, S.
- New search for: Hori, T.
- New search for: Suzuki, T.
- New search for: Yamashita, S.
- New search for: Hori, T.
- New search for: Suzuki, T.
- New search for: Di Benedetto, H.
In:
International symposium on deformation characteristics of geomaterials
;
187-194
;
2003
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ISBN:
- Conference paper / Print
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Title:Effects of fabric anisotropy and stress condition on small strain stiffness of sands
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Contributors:
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Conference:3rd, International symposium on deformation characteristics of geomaterials ; 2003 ; Lyon, France
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Published in:
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Publisher:
- New search for: A.A. Balkema,
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Place of publication:Lisse , Abingdon:
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Publication date:2003-01-01
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Size:8 pages
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Remarks:Includes bibliographical references and author index
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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
-
Measurement of material damping with bender elements in triaxial cellKarl, L. / Haegeman, W. / Pyl, L. / Degrande, G. et al. | 2003
- 13
-
Applications of multistation surface wave testingFoti, S. / Fahey, M. et al. | 2003
- 21
-
An innovative facility to measure shear-wave velocity in centrifuge and 1-g modelsIsmail, M. A. / Hourani, Y. et al. | 2003
- 31
-
Development of measuring method for axial and lateral strain distribution using CCD sensor in triaxial testKishi, M. / Tani, K. et al. | 2003
- 37
-
Monitoring displacement distribution within the rock mass during a plate load testHuang, A. B. / Liao, J. J. / Pan, I. W. / Lin, C. P. et al. | 2003
- 43
-
Characterization of deformation process of CPT using X-ray TV imaging techniqueKobayashi, T. / Fukagawa, R. et al. | 2003
- 49
-
Sample disturbance of soft organic Oostvaardersplassen clayHaan, E. J. D. et al. | 2003
- 57
-
A non-resonance method for dynamic soil propertiesRix, G. J. / Meng, J. et al. | 2003
- 63
-
Linear dynamic properties of sandy and gravelly soils from large-scale resonant testsMenq, F.-Y. / Stokoe, K. H. et al. | 2003
- 73
-
Automating G~m~a~x measurement in triaxial testsMohsin, A. K. M. / Airey, D. W. et al. | 2003
- 81
-
Derived stress-strain-strength of clays from seismic cone testsElhakim, A. F. / Mayne, P. W. et al. | 2003
- 89
-
Vieillissement des sols reconstitues utilises sur les modeles physiques en centrifugeuse Ageing of remoulded soils used in geotechnical centrifuge modellingThorel, L. / Gaudin, C. / Rault, G. / Garnier, J. et al. | 2003
- 97
-
A fundamental study on the strength measured by in-situ rock shear testsNishiyama, T. / Hasegawa, T. et al. | 2003
- 105
-
Experimental characterization of multi-directional cyclic p-y response of soft clayMayoral, J. M. / Pestana, J. M. / Seed, R. B. et al. | 2003
- 113
-
Microscopic observation of shear behavior of granular materialTowhata, I. / Lin, C.-E. et al. | 2003
- 119
-
Behaviour of a tropical residual soilSivadass, T. / Lee, C. Y. / Karim, M. S. A. et al. | 2003
- 127
-
Interpretation of side-mounted bender element results using phase shift and group velocityTheron, M. / Clayton, C. R. I. / Best, A. I. et al. | 2003
- 133
-
A new temperature controlled triaxial apparatusCekerevac, C. / Laloui, L. / Vulliet, L. et al. | 2003
- 141
-
Identification et prevision du gonflement des sols expansifsBekkouche, A. / Djedid, A. / Mamoune, S. M. A. et al. | 2003
- 151
-
Stiffness of Onsoy clayLong, M. / Lunne, T. et al. | 2003
- 159
-
Continuous loading oedometer testing on three Swiss lacustrine claysTrausch, J. G. / Basler, C. / Weber, T. / Springman, S. M. et al. | 2003
- 169
-
Cyclic deformation characteristics of cemented calcareous soilSharma, S. S. / Fahey, M. et al. | 2003
- 179
-
Multiscale analysis of the shear behaviour of soil-inclusion interfacesBaylac, B. / Masson, S. / Martinez, J. / Hellou, M. et al. | 2003
- 187
-
Effects of fabric anisotropy and stress condition on small strain stiffness of sandsYamashita, S. / Hori, T. / Suzuki, T. et al. | 2003
- 195
-
Change in microstructure of Pleistocene clays due to one-dimensional consolidationRito, F. / Ohmukai, N. / Tanaka, H. / Tanaka, M. et al. | 2003
- 203
-
Judging fabric bonding of natural sedimentary clayLi, D. J. / Shibuya, S. / Mitachi, T. / Kawaguchi, T. et al. | 2003
- 211
-
Evaluation of deformation modulus of clay at small strains based on isotropic elasticityKawaguchi, T. / Mitachi, T. / Shibuya, S. / Sato, S. et al. | 2003
- 221
-
Experimental behaviour of Parco del Cilento silty sand under different loading historiesde Magistris, F. S. / Parlato, A. et al. | 2003
- 231
-
Sand-structure interface behaviour under cyclic loading from constant normal stiffness direct shear testsGhionna, V. N. / Mortara, G. / Vita, G. P. et al. | 2003
- 239
-
Frictional behaviour between clay and steel by direct shear type apparatusSun, D. A. / Matsuoka, H. / Morichi, K. / Tanaka, Y. / Yamamoto, H. et al. | 2003
- 247
-
Cyclic triaxial tests on residual deformation and small strain properties of soft rocksKoseki, J. / Indou, H. / Hayano, K. et al. | 2003
- 257
-
A comparative study on shear modulus and damping ratio of cohesive soil from laboratory testsCavallaro, A. / Lanzo, G. / Pagliaroli, A. / Maugeri, M. / Presti, D. C. F. L. et al. | 2003
- 267
-
Small strain stiffness from in situ and laboratory tests for the city of Noto soilCavallaro, A. / Maugeri, M. / Ragusa, A. et al. | 2003
- 275
-
Modelling quasi-elastic deformation properties of sandHongNam, N. / Koseki, J. et al. | 2003
- 285
-
The anisotropy of Leighton Buzzard sand under general stress conditionsNaughton, P. J. / O Kelly, B. C. et al. | 2003
- 293
-
Resilient modulus of hydraulic mechanically stabilized slag base-course materialYoshida, N. / Sugisako, Y. / Nakamura, H. / Hirotsu, E. et al. | 2003
- 299
-
Variation of experimental results of oedometer testing due to the changes of pore fluidOuhadi, V. R. / Sedighi, M. et al. | 2003
- 305
-
Anisotropic deformation properties of dense granular soils by large-scale true triaxial testsAnhDan, L. / Koseki, J. et al. | 2003
- 313
-
Small-strain stiffness anisotropy: relationship between continuum model and micromechanics modelYimsiri, S. / Soga, K. et al. | 2003
- 321
-
Effect of average straining rate on shear modulus at small cyclic strainsVucetic, M. / Tabata, K. / Matesic, L. et al. | 2003
- 329
-
Small strain behaviour of a lime-treated silty sandD Onofrio, A. / Penna, A. et al. | 2003
- 337
-
Influence of compaction variables on the small strain behaviour of a clayey siltD Onofrio, A. / Penna, A. et al. | 2003
- 345
-
Permanent deformation behavior of airport pavement granular layersTutumluer, E. / Kim, I. T. et al. | 2003
- 353
-
Dynamic and cyclic loadings on sands: results and modelling for general stress-strain conditionsGeoffroy, H. / Di Benedetto, H. / Duttine, A. / Sauzeat, C. et al. | 2003
- 365
-
Effect of strain rate on the behaviour of dry sandVan Bang, D. P. / Di Benedetto, H. et al. | 2003
- 375
-
Stiffness and damping parameters for 1D non-linear seismic response analysisPresti, D. C. F. L. / Pallara, O. et al. | 2003
- 381
-
Comparison of shear wave velocity measurements in different materials using time and frequency domain techniquesGreening, P. D. / Nash, D. F. T. / Benahmed, N. / Ferreira, C. / da Fonseca, A. V. et al. | 2003
- 387
-
A study on skin friction properties of SIP by direct shear testsChun, B. S. / Lim, H. S. / Choi, J. K. et al. | 2003
- 393
-
On the resilient modulus and permanent deformation characteristics of stabilized recycled aggregatesGnanendran, C. T. et al. | 2003
- 401
-
Shear modulus and damping of natural sandsTika, T. / Kallioglou, P. / Papadopoulou, A. / Pitilakis, K. et al. | 2003
- 409
-
A study of the effect of wave velocity on solubility of limestone and chalkSadeghi, H. / Khosravi, F. et al. | 2003
- 415
-
Stress-strain relationship for weak rocksNassif, A. et al. | 2003
- 423
-
Laboratory characterization of Hostun RF sand at very low confining stressesGay, O. / Boutonnier, L. / Foray, P. / Flavigny, E. et al. | 2003
- 431
-
Time-dependent stress-strain behavior of natural soft clayZhang, D. M. / Hicher, P. Y. / Huang, H. W. et al. | 2003
- 437
-
Effect of simultaneous consolidation and creep on interpretation of test resultsKrogsboll, A. / Foged, N. et al. | 2003
- 443
-
Strength and deformation characteristics of a saturated residual soil profileReis, R. M. / Vilar, O. M. / Azevedo, R. F. et al. | 2003
- 451
-
The dilatant behaviour of overconsolidated claysScarpelli, G. / Sakellariadi, E. / Fruzzetti, V. M. E. et al. | 2003
- 461
-
Stress dilatancy relationship of various granular materials obtained by the newly developed in-situ direct shear testsLiu, S. H. / Matsuoka, H. et al. | 2003
- 465
-
The omnipresence of localizations in particulate materialsSantamarina, J. C. / Cho, G. C. et al. | 2003
- 475
-
Some factors affecting deformation and strength of coal ashShibuya, S. / Mitachi, T. / Kawaguchi, T. / Ogasawara, H. et al. | 2003
- 479
-
Quantitative assessment of thermal acceleration of time effects in one-dimensional compression of claysShimizu, M. et al. | 2003
- 489
-
Pre-failure behaviour of a sandstone residual soilMartins, F. B. / Bica, A. V. D. / Bressani, L. A. et al. | 2003
- 497
-
Experimental investigation and constitutive modelling of pre-failure deformation of a very densely compacted gravelModoni, G. / Flora, A. / Dan, L. Q. A. / Tatsuoka, F. et al. | 2003
- 505
-
Basic research on mechanism of the residual strength of clayOkawara, M. / Mitachi, T. et al. | 2003
- 511
-
Effect of K~0-condition on liquefaction characteristics of saturated sandSawada, S. / Takeshima, Y. / Mikami, T. et al. | 2003
- 519
-
Effect of anisotropy on drained and undrained shear behavior of in-situ sandy soilsHatanaka, M. / Uchida, A. / Taya, Y. et al. | 2003
- 527
-
Undrained monotonic and cyclic behaviour of a coarse sand from undisturbed and reconstituted samplesGhionna, V. N. / Porcino, D. et al. | 2003
- 535
-
Normalization of stress-strain relationship for aged and cemented natural clayWatabe, Y. / Tanaka, M. / Tsuchida, T. / Tanaka, H. et al. | 2003
- 545
-
Impact du temps de vieillissement sur les caracteristiques rheologiques et physico mecaniques des ciments alleges destines a la cimentation petroliereKhodja, M. / Bouziani, T. / Kasdi, C. / Benmounah, A. et al. | 2003
- 551
-
Estimation du comportement mecanique de formations superficielles instablesMartins-Campina, B. / Riss, J. / Fabre, R. / Clement, B. et al. | 2003
- 559
-
Significance of viscous effects in the development of residual strain in cyclic triaxial tests on sandKo, D.-H. / Itou, H. / Tatsuoka, F. / Nishi, T. et al. | 2003
- 569
-
Viscous effects coupled with ageing effects on the stress-strain behaviour of cement-mixed gravelKongsukprasert, L. / Tatsuoka, F. et al. | 2003
- 579
-
Viscous stress-strain properties of undisturbed Pleistocene clay and its constitutive modellingKomoto, N. / Tatsuoka, F. / Nishi, T. et al. | 2003
- 589
-
Residual deformations by creep and cyclic loading of reinforced-gravel backfill and their relationHirakawa, D. / Shibata, Y. / Uchimura, T. / Tatsuoka, F. et al. | 2003
- 597
-
Shear banding characteristics in plane strain compression of granular materialsOie, M. / Sato, N. / Okuyama, Y. / Yoshida, T. / Yamada, S. / Tatsuoka, F. et al. | 2003
- 607
-
Shear banding characteristics of granular materials and particle size effects on the seismic stability of earth structuresOkuyama, Y. / Yoshida, T. / Tatsuoka, F. / Koseki, J. / Uchimura, T. / Sato, N. / Oie, M. et al. | 2003
- 617
-
Viscous stress-strain behaviour of clay under unloaded conditionsLi, J. Z. / Tatsuoka, F. / Nishi, T. / Komoto, N. et al. | 2003
- 627
-
Effects of ageing and viscosity on the stress-strain behaviour of cement-mixed soft claySugai, M. / Tatsuoka, F. / Uchimura, T. et al. | 2003
- 637
-
Strength and deformation characteristics of cement-mixed gravel for engineering useLohani, T. N. / Kongsukprasert, L. / Tatsuoka, F. / Watanabe, K. et al. | 2003
- 645
-
Viscous effects on the shear yielding characteristics of sand and its modellingNawir, H. / Tatsuoka, F. / Kuwano, R. et al. | 2003
- 655
-
Experimental study of sand behaviour at low stressesLancelot, L. / Shahrour, I. / Mahmoud, M. A. et al. | 2003
- 663
-
Strength and stress-strain behaviour of saprolitic granite soils from Guarda - sampling effectsRodrigues, C. M. G. / Lemos, L. J. L. et al. | 2003
- 669
-
Modelling in triaxial cells of the behavior of a soil of a retaining structureGaudin, C. / Thorel, J. L. / Garnier, J. / Serratrice, J.-F. et al. | 2003
- 677
-
Shear characteristics of the reconsolidated clay remolded under low water contentYagi, N. / Yatabe, R. / Bhandary, N. P. / Fujiwara, M. et al. | 2003
- 683
-
Strength characteristics of cement-mixed gravel evaluated by large triaxial compression testsWatanabe, K. / Tateyama, M. / Jiang, G.-L. / Tatsuoka, F. / Lohani, T. N. et al. | 2003
- 695
-
Pre-failure behaviour of the tropical clay soils of Dhaka, BangladeshToll, D. G. / Hossain, A. T. M. S. et al. | 2003
- 701
-
Effect of water on particle breakage for decomposed granite soilsNakata, Y. / Hyodo, M. / Murata, H. / Hyde, A. F. L. / Ham, T. G. et al. | 2003
- 707
-
Effect of particle characteristics on drained shear properties of sandKato, Y. / Nakata, Y. / Hyodo, M. / Murata, H. et al. | 2003
- 715
-
Effects of structural bonding and particle physical property on one-dimensional compression behaviour of bonded granular geomaterialsKatsuki, D. / Nakata, Y. / Hyodo, M. / Yoshimoto, N. / Murata, H. et al. | 2003
- 721
-
The role of fines in the flow deformation and liquefaction of a volcanic soil ShirasuHyodo, M. / Nakata, Y. / Yoshimoto, N. / Hyde, A. F. L. / Okabayashi, T. et al. | 2003
- 729
-
The effects of stress path history on the undrained behavior of saturated loose sandsFinge, Z. / Boucq, S. / Doanh, T. et al. | 2003
- 737
-
Strain localization extent in sand under drained triaxial testsSuzuki, K. / Yamada, T. et al. | 2003
- 743
-
Deformation behaviour of anisotropic and isotropic compacted soils due to wettingRomero, E. / Gens, A. / Lloret, A. / Barrera, M. et al. | 2003
- 751
-
Evaluation of the macrostructure influence on compressibility tests resultsCiurea, C. / Chirica, A. et al. | 2003
- 757
-
The effects of total stress path's direction on stress-strain-strength characteristics of soft marine Bangkok claySambhandharaksa, S. / Aimdee, W. / Kurojjanawong, Y. et al. | 2003
- 767
-
Assessment of mechanical behaviour of rockfill materials using triaxial and direct shear testsRayhani, M. H. T. et al. | 2003
- 773
-
An experimental investigation of creep processes in a crushable sandGasparre, A. / Coop, M. R. / Cotecchia, F. et al. | 2003
- 779
-
Experimental study of the mechanical behavior of plastic concrete by triaxial apparatusMahboubi, A. / Ajorloo, A. M. et al. | 2003
- 785
-
Behavior of loose sand at very high strain ratesYamamuro, J. A. / Abrantes, A. E. et al. | 2003
- 793
-
Progressive failure and scale effect of anchor problem in two-layered sandSakai, T. / Tanaka, T. et al. | 2003
- 799
-
Prediction of deformation of soft rock foundations for embankment dams considering nonlinear deformabilityYamaguchi, Y. / Akamatsu, T. / Okabe, N. et al. | 2003
- 809
-
Deformation behavior of structure-sand deposits subjected to cyclic loading and FE analysisYokohama, S. / Miura, S. / Kawamura, S. et al. | 2003
- 817
-
Ultimate bearing capacity of shallow foundations and contained yielded zoneKobayashi, Y. et al. | 2003
- 825
-
Laboratory test of bearing capacity of model pile with nodesIwasaki, Y. / Nagaya, J. / Yao, S. / Ito, A. et al. | 2003
- 833
-
A field study of induced slope failure in poorly cemented rockPan, Y.-W. / Lin, C.-P. / Liao, J.-J. / Huang, A.-B. et al. | 2003
- 841
-
Dynamic behavior of railroad ballast in shaking table testsIshikawa, T. / Sekine, E. et al. | 2003
- 849
-
Stiffness values and deformation behaviour of soil for the settlement analysis of foundationBerardi, R. / Bovolenta, R. et al. | 2003
- 857
-
Behaviour of near-saturated soils under cyclic wave loadingSchwab, R. / Kohler, H.-J. et al. | 2003
- 863
-
Three-dimensional consolidation of clay ground improved by vertical drainBaek, W.-J. / Moriwaki, T. / Kikuchi, Y. et al. | 2003
- 873
-
Implementation of a time-dependent constitutive model "TESRA" into the nonlinear FEM schemeSiddiquee, M. S. A. / Tatsuoka, F. / Tanaka, T. et al. | 2003
- 883
-
Class "A" footing response prediction from seismic cone testsMayne, P. W. et al. | 2003
- 889
-
Estimation of the horizontal resistance of a rubble mound based on the results of an inverse analysis with in-situ loading tests on pilesKobayashi, N. / Yoshitake, Y. / Murakami, A. / Kikuchi, Y. et al. | 2003
- 897
-
Horizontal loading of piles: comparative study of P-Y curves-based methodsBouafia, A. et al. | 2003
- 905
-
Several considerations on a two-dimensional consolidation inverse analysisNishimura, S. / Murakami, A. / Fujii, H. et al. | 2003
- 913
-
Seismic 3-D effective stress analysis: constitutive modelling and applicationCubrinovski, M. / Ishihara, K. / Shibayama, T. et al. | 2003
- 921
-
Symmetry breaking bifurcation in various soils under shearIkeda, K. / Terada, K. / Yamakawa, Y. et al. | 2003
- 931
-
Modelling deformation of thawing soil under vehicle loadingShoop, S. / Affleck, R. / Janoo, V. / Haehnel, R. et al. | 2003
- 939
-
Three-dimensional finite element analysis of footing resting on sandAhadi, A. et al. | 2003
- 947
-
Stability of rock slopes in complex rock formationSingh, T. N. / Pandey, A. / Puri, S. et al. | 2003
- 955
-
Determination des modules de deformation des sols a partir d'un essai en place avec un penetrometreArbaoui, H. / Gourves, R. / Bode, L. / Bressolette, P. et al. | 2003
- 963
-
Influence of sample geometry on shear wave propagation using bender elementsRio, J. / Greening, P. / Medina, L. et al. | 2003
- 969
-
Elasto-plastic finite element computations for a model of L-type retaining wallTanaka, T. / Imada, M. et al. | 2003
- 975
-
Characteristics of settlement and bearing capacity of ground improved by granular pileChun, B. S. / Yeoh, Y. H. / Kim, C. K. et al. | 2003
- 983
-
A comparison between observed and predicted behaviour of a deep excavation in soft Bangkok clayKovacevic, N. / Hight, D. W. / Potts, D. M. et al. | 2003
- 991
-
Strength and compressibility behavior of composite geomaterial developed for application as retaining wall backfill inclusionsGhani, A. N. A. / Ahmad, F. / Hamir, R. / Mohd, S. et al. | 2003
- 997
-
Multiscale modelling of mechanical behaviour of a tree subjected to a rock impactQuetel, C. / Berger, F. / Nicot, F. / Cambou, B. / Danescu, A. et al. | 2003
- 1003
-
Neural network based prediction of silty sands behaviorYasrobi, S. S. / Banimahd, M. et al. | 2003
- 1009
-
Experimentation and modelling of unsaturated soils behaviour in non-isothermal conditionsJamin, F. / El Youssoufi, M. S. / Saix, C. et al. | 2003
- 1019
-
An illustrative model for assessing the influence of elastic non-linearity on the residual behaviour of a platform subject to traffic loadingAbdelkrim, M. / de Buhan, P. et al. | 2003
- 1027
-
Cyclic behaviour of soils, a prediction of permanent deformationsVincens, E. / Dubujet, P. / Cambou, B. et al. | 2003
- 1035
-
Bifurcation analysis on soil specimens exhibiting diffuse deformation modes and localized slip planesYamakawa, Y. / Ikeda, K. / Terada, K. / Torii, K. et al. | 2003
- 1043
-
Application of time-dependent model in tunnellingPurwodihardjo, A. / Cambou, B. et al. | 2003
- 1051
-
Simplified method based on plasticity for the permanent strains of unbound granular materials for flexible pavementsHabiballah, T. / Chazallon, C. / Petit, C. et al. | 2003
- 1057
-
Validation of an elastoplastic model to predict secant shear modulus of natural soils by experimental resultsSantos, J. A. / Correia, A. G. / Modaressi, A. / Lopez-Caballero, F. / Gomes, R. C. et al. | 2003
- 1063
-
Application of fractal dimensions to examine the frictional behavior of granular materialsYang, Z. Y. / Wu, T. J. / Yang, G. L. et al. | 2003
- 1071
-
Discrete numerical simulation, quasistatic deformation and the origins of strain in granular materialsCombe, G. / Roux, J.-N. et al. | 2003
- 1079
-
A thermomechanical model for claysEinav, I. / Puzrin, A. M. et al. | 2003
- 1087
-
Shear behavior of sand under cyclic loading in general stress systemsNakai, T. / Hinokio, M. / Korenaga, Y. / Nagai, H. et al. | 2003
- 1095
-
Numerical analysis on liquefaction-induced progressive deformation with a pore water migrationUzuoka, R. / Sento, N. / Kazama, M. et al. | 2003
- 1103
-
A simple constitutive model of sand based on strain-path controlled testsAsaka, Y. / Tokimatsu, K. / Iwasaki, K. / Shamoto, Y. et al. | 2003
- 1111
-
Bounding surface formulation of a unified critical state model for clay and sandYu, H. S. / Khong, C. D. et al. | 2003
- 1119
-
An elasto-plastic constitutive model at the overall strain ranges (10^-^4 to 10%) for weathered soilsOh, S. / Kweon, G.-C. / Kim, D.-S. et al. | 2003
- 1127
-
New strain energy hardening functions for sand based on the double yielding conceptYasin, S. J. M. / Tatsuoka, F. et al. | 2003
- 1135
-
A framework for modelling of the time effects on the stress-strain behaviour of geomaterialsTatsuoka, F. / Di Benedetto, H. / Nishi, T. et al. | 2003
- 1145
-
Use of Generalized Plasticity to describe the behaviour of a wide class of non-active natural soilsTonni, L. / Gottardi, G. / Cola, S. / Simonini, P. / Pastor, M. / Mira, P. et al. | 2003
- 1155
-
A Cam clay-type model for structured soilsLiu, M. D. / Carter, J. P. / Airey, D. W. / Liyanapathirana, S. et al. | 2003
- 1161
-
Application of Mohr-Coulomb yielding criterionMircevska, V. / Bickovski, V. et al. | 2003
- 1167
-
Non-linear deformation behavior of granular materials by Elliptic Microstructure ModelMaeda, K. / Miura, K. et al. | 2003
- 1175
-
Influence of particles shape on the macroscopic behavior of granular materialClaquin, C. / Emeriault, F. / Nouguier-Lehon, C. et al. | 2003
- 1183
-
Identification of an elastoplastic model parameters using laboratory and in-situ testsLopez-Caballero, F. / Modaressi, A. / Elmi, F. et al. | 2003
- 1191
-
Unidirectional non-linear stress-strain relationship for sandIbraim, E. / Cazacliu, B. et al. | 2003
- 1201
-
A rheological model for the viscous behaviour of sandSauzeat, C. / Di Benedetto, H. / Chau, B. / Van Bang, D. P. et al. | 2003
- 1211
-
Anisotropic effects in hypoplasticityNiemunis, A. et al. | 2003
- 1219
-
Methods to calculate strain in discrete element modellingO Sullivan, C. / Bray, J. D. et al. | 2003
- 1227
-
A numerical study of shear band formation in anisotropic sandWu, W. / Huang, W. / Bauer, E. et al. | 2003
- 1233
-
Simplifications related to dynamic measurements of anisotropic G~0Arroyo, M. / Wood, D. M. et al. | 2003
- 1241
-
Particulate mechanics considerations as an aid in understanding the mechanical behavior of geomaterialsKolisoja, P. et al. | 2003
- 1249
-
A simple model of shear stress-shear strain relationship for liquefied dense sandIshihara, M. / Okamura, M. / Oshita, T. et al. | 2003
- 1257
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A new constitutive relation for rock joints calibrated by means of a discrete element methodNicot, F. / Lambert, C. / Darve, F. et al. | 2003
- 1263
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Modelling of mechanical behaviour of a coarse soil subjected to rock impact using a discrete element methodKecili-Laouafa, S. / Nicot, F. et al. | 2003
- 1269
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A general framework for constitutive models adaptation to unsaturated statesPereira, J.-M. / Wong, H. / Dubujet, P. et al. | 2003
- 1279
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Observational approach for settlement predictionsLansivaara, T. T. et al. | 2003
- 1287
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Settlement control for railway's roadbed foundation using soilbagsMatsuoka, H. / Liu, S. H. / Kachi, T. et al. | 2003
- 1293
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Modelling anisotropic deformation characteristics of gravelly layer in Hualien, TaiwanTanaka, Y. et al. | 2003
- 1299
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Normalization of displacement rate for roughly predicting time to failure in rock slopeShoji, Y. / Sugawara, N. et al. | 2003
- 1303
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Anisotropy in bearing capacity-lateral deformation behavior of sand groundKawamura, S. / Miura, S. / Yokohama, S. et al. | 2003
- 1311
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Soil properties and site characterization through Rayleigh wavesRoma, V. et al. | 2003
- 1319
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Aging effect of sandy soils on liquefaction strengthYasuda, S. / Shimizu, Y. / Koganemaru, K. / Morimoto, I. et al. | 2003
- 1325
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Stress-strain behaviors of soil under constructionSahara, M. / Akino, N. et al. | 2003
- 1335
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Shear-wave velocities from multi-station analysis of surface waveLin, C.-P. / Chang, T.-S. / Cheng, M.-H. et al. | 2003
- 1345
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Modelling of track foundation behaviour at Zig Zag tunnels near Lithgow, NSWHaque, A. / Chan, K. / Stone, P. / Christie, D. et al. | 2003
- 1353
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Long-term residual deformation of prototype geotextile-reinforced gravel structuresUchimura, T. / Tatsuoka, F. / Tanaka, I. et al. | 2003
- 1363
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Compression characteristics of stiff clay to support a bridge foundation evaluated by field and laboratory testsYamamoto, T. / Miyagawa, H. / Yamada, S. / Nakajima, H. / Tatsuoka, F. et al. | 2003
- 1373
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In-situ response of asphalt pavement under moving loadKamo, T. / Yoshida, N. / Hirotsu, E. et al. | 2003
- 1381
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Dynamic response of saturated dense sand in laminated centrifuge containerLai, T. / Elgamal, A. / Yang, Z. / Wilson, D. / Kutter, B. et al. | 2003
- 1389
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Interpreting the Camastra dam behaviour in 40 years of operationPagano, L. / Sica, S. / Fenelli, G. B. et al. | 2003
- 1395
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Stress-strain relationships study on different stress path for intermediary Bucharest clayChirica, A. / Olteanu, A. / Serbulea, M. S. et al. | 2003
- 1399
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Evaluating soil nonlinearity from vertical array seismic records at site with anisotropyUeshima, T. et al. | 2003
- 1411
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A case study on the reduction of settlement caused by compaction grouting systemChun, B. S. / Yeoh, Y. H. / Joung, Y. K. / Sagong, M. et al. | 2003
- 1417
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Lateral load behaviour of pile and pile groups in soft claysIlamparuthi, K. / Muttharam, M. et al. | 2003