comparative study of P-Y curves-based methods (2024)

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3

Measurement of material damping with bender elements in triaxial cell

Karl, L. / Haegeman, W. / Pyl, L. / Degrande, G. et al. | 2003

print version

13

Applications of multistation surface wave testing

Foti, S. / Fahey, M. et al. | 2003

print version

21

An innovative facility to measure shear-wave velocity in centrifuge and 1-g models

Ismail, M. A. / Hourani, Y. et al. | 2003

print version

31

Development of measuring method for axial and lateral strain distribution using CCD sensor in triaxial test

Kishi, M. / Tani, K. et al. | 2003

print version

37

Monitoring displacement distribution within the rock mass during a plate load test

Huang, A. B. / Liao, J. J. / Pan, I. W. / Lin, C. P. et al. | 2003

print version

43

Characterization of deformation process of CPT using X-ray TV imaging technique

Kobayashi, T. / f*ckagawa, R. et al. | 2003

print version

49

Sample disturbance of soft organic Oostvaardersplassen clay

Haan, E. J. D. et al. | 2003

print version

57

A non-resonance method for dynamic soil properties

Rix, G. J. / Meng, J. et al. | 2003

print version

63

Linear dynamic properties of sandy and gravelly soils from large-scale resonant tests

Menq, F.-Y. / Stokoe, K. H. et al. | 2003

print version

73

Automating G~m~a~x measurement in triaxial tests

Mohsin, A. K. M. / Airey, D. W. et al. | 2003

print version

81

Derived stress-strain-strength of clays from seismic cone tests

Elhakim, A. F. / Mayne, P. W. et al. | 2003

print version

89

Vieillissem*nt des sols reconstitues utilises sur les modeles physiques en centrifugeuse Ageing of remoulded soils used in geotechnical centrifuge modelling

Thorel, L. / Gaudin, C. / Rault, G. / Garnier, J. et al. | 2003

print version

97

A fundamental study on the strength measured by in-situ rock shear tests

Nishiyama, T. / Hasegawa, T. et al. | 2003

print version

105

Experimental characterization of multi-directional cyclic p-y response of soft clay

Mayoral, J. M. / Pestana, J. M. / Seed, R. B. et al. | 2003

print version

113

Microscopic observation of shear behavior of granular material

Towhata, I. / Lin, C.-E. et al. | 2003

print version

119

Behaviour of a tropical residual soil

Sivadass, T. / Lee, C. Y. / Karim, M. S. A. et al. | 2003

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127

Interpretation of side-mounted bender element results using phase shift and group velocity

Theron, M. / Clayton, C. R. I. / Best, A. I. et al. | 2003

print version

133

A new temperature controlled triaxial apparatus

Cekerevac, C. / Laloui, L. / Vulliet, L. et al. | 2003

print version

141

Identification et prevision du gonflement des sols expansifs

Bekkouche, A. / Djedid, A. / Mamoune, S. M. A. et al. | 2003

print version

151

Stiffness of Onsoy clay

Long, M. / Lunne, T. et al. | 2003

print version

159

Continuous loading oedometer testing on three Swiss lacustrine clays

Trausch, J. G. / Basler, C. / Weber, T. / Springman, S. M. et al. | 2003

print version

169

Cyclic deformation characteristics of cemented calcareous soil

Sharma, S. S. / Fahey, M. et al. | 2003

print version

179

Multiscale analysis of the shear behaviour of soil-inclusion interfaces

Baylac, B. / Masson, S. / Martinez, J. / Hellou, M. et al. | 2003

print version

187

Effects of fabric anisotropy and stress condition on small strain stiffness of sands

Yamash*ta, S. / Hori, T. / Suzuki, T. et al. | 2003

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195

Change in microstructure of Pleistocene clays due to one-dimensional consolidation

Rito, F. / Ohmukai, N. / Tanaka, H. / Tanaka, M. et al. | 2003

print version

203

Judging fabric bonding of natural sedimentary clay

Li, D. J. / Shibuya, S. / Mitachi, T. / Kawaguchi, T. et al. | 2003

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211

Evaluation of deformation modulus of clay at small strains based on isotropic elasticity

Kawaguchi, T. / Mitachi, T. / Shibuya, S. / Sato, S. et al. | 2003

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221

Experimental behaviour of Parco del Cilento silty sand under different loading histories

de Magistris, F. S. / Parlato, A. et al. | 2003

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231

Sand-structure interface behaviour under cyclic loading from constant normal stiffness direct shear tests

Ghionna, V. N. / Mortara, G. / Vita, G. P. et al. | 2003

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239

Frictional behaviour between clay and steel by direct shear type apparatus

Sun, D. A. / Matsuoka, H. / Morichi, K. / Tanaka, Y. / Yamamoto, H. et al. | 2003

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247

Cyclic triaxial tests on residual deformation and small strain properties of soft rocks

Koseki, J. / Indou, H. / Hayano, K. et al. | 2003

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257

A comparative study on shear modulus and damping ratio of cohesive soil from laboratory tests

Cavallaro, A. / Lanzo, G. / Pagliaroli, A. / Maugeri, M. / Presti, D. C. F. L. et al. | 2003

print version

267

Small strain stiffness from in situ and laboratory tests for the city of Noto soil

Cavallaro, A. / Maugeri, M. / Ragusa, A. et al. | 2003

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275

Modelling quasi-elastic deformation properties of sand

HongNam, N. / Koseki, J. et al. | 2003

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285

The anisotropy of Leighton Buzzard sand under general stress conditions

Naughton, P. J. / O Kelly, B. C. et al. | 2003

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293

Resilient modulus of hydraulic mechanically stabilized slag base-course material

Yoshida, N. / Sugisako, Y. / Nakamura, H. / Hirotsu, E. et al. | 2003

print version

299

Variation of experimental results of oedometer testing due to the changes of pore fluid

Ouhadi, V. R. / Sedighi, M. et al. | 2003

print version

305

Anisotropic deformation properties of dense granular soils by large-scale true triaxial tests

AnhDan, L. / Koseki, J. et al. | 2003

print version

313

Small-strain stiffness anisotropy: relationship between continuum model and micromechanics model

Yimsiri, S. / Soga, K. et al. | 2003

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321

Effect of average straining rate on shear modulus at small cyclic strains

Vucetic, M. / Tabata, K. / Matesic, L. et al. | 2003

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329

Small strain behaviour of a lime-treated silty sand

D Onofrio, A. / Penna, A. et al. | 2003

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337

Influence of compaction variables on the small strain behaviour of a clayey silt

D Onofrio, A. / Penna, A. et al. | 2003

print version

345

Permanent deformation behavior of airport pavement granular layers

Tutumluer, E. / Kim, I. T. et al. | 2003

print version

353

Dynamic and cyclic loadings on sands: results and modelling for general stress-strain conditions

Geoffroy, H. / Di Benedetto, H. / Duttine, A. / Sauzeat, C. et al. | 2003

print version

365

Effect of strain rate on the behaviour of dry sand

Van Bang, D. P. / Di Benedetto, H. et al. | 2003
375

Stiffness and damping parameters for 1D non-linear seismic response analysis

Presti, D. C. F. L. / Pallara, O. et al. | 2003

print version

381

Comparison of shear wave velocity measurements in different materials using time and frequency domain techniques

Greening, P. D. / Nash, D. F. T. / Benahmed, N. / Ferreira, C. / da Fonseca, A. V. et al. | 2003

print version

387

A study on skin friction properties of SIP by direct shear tests

Chun, B. S. / Lim, H. S. / Choi, J. K. et al. | 2003

print version

393

On the resilient modulus and permanent deformation characteristics of stabilized recycled aggregates

Gnanendran, C. T. et al. | 2003

print version

401

Shear modulus and damping of natural sands

Tika, T. / Kallioglou, P. / Papadopoulou, A. / Pitilakis, K. et al. | 2003

print version

409

A study of the effect of wave velocity on solubility of limestone and chalk

Sadeghi, H. / Khosravi, F. et al. | 2003

print version

415

Stress-strain relationship for weak rocks

Nassif, A. et al. | 2003

print version

423

Laboratory characterization of Hostun RF sand at very low confining stresses

Gay, O. / Boutonnier, L. / Foray, P. / Flavigny, E. et al. | 2003

print version

431

Time-dependent stress-strain behavior of natural soft clay

Zhang, D. M. / Hicher, P. Y. / Huang, H. W. et al. | 2003

print version

437

Effect of simultaneous consolidation and creep on interpretation of test results

Krogsboll, A. / Foged, N. et al. | 2003

print version

443

Strength and deformation characteristics of a saturated residual soil profile

Reis, R. M. / Vilar, O. M. / Azevedo, R. F. et al. | 2003

print version

451

The dilatant behaviour of overconsolidated clays

Scarpelli, G. / Sakellariadi, E. / Fruzzetti, V. M. E. et al. | 2003

print version

461

Stress dilatancy relationship of various granular materials obtained by the newly developed in-situ direct shear tests

Liu, S. H. / Matsuoka, H. et al. | 2003

print version

465

The omnipresence of localizations in particulate materials

Santamarina, J. C. / Cho, G. C. et al. | 2003

print version

475

Some factors affecting deformation and strength of coal ash

Shibuya, S. / Mitachi, T. / Kawaguchi, T. / Ogasawara, H. et al. | 2003

print version

479

Quantitative assessment of thermal acceleration of time effects in one-dimensional compression of clays

Shimizu, M. et al. | 2003

print version

489

Pre-failure behaviour of a sandstone residual soil

Martins, F. B. / Bica, A. V. D. / Bressani, L. A. et al. | 2003

print version

497

Experimental investigation and constitutive modelling of pre-failure deformation of a very densely compacted gravel

Modoni, G. / Flora, A. / Dan, L. Q. A. / Tatsuoka, F. et al. | 2003

print version

505

Basic research on mechanism of the residual strength of clay

Okawara, M. / Mitachi, T. et al. | 2003

print version

511

Effect of K~0-condition on liquefaction characteristics of saturated sand

Sawada, S. / Takeshima, Y. / Mikami, T. et al. | 2003

print version

519

Effect of anisotropy on drained and undrained shear behavior of in-situ sandy soils

Hatanaka, M. / Uchida, A. / Taya, Y. et al. | 2003

print version

527

Undrained monotonic and cyclic behaviour of a coarse sand from undisturbed and reconstituted samples

Ghionna, V. N. / Porcino, D. et al. | 2003

print version

535

Normalization of stress-strain relationship for aged and cemented natural clay

Watabe, Y. / Tanaka, M. / Tsuchida, T. / Tanaka, H. et al. | 2003

print version

545

Impact du temps de vieillissem*nt sur les caracteristiques rheologiques et physico mecaniques des ciments alleges destines a la cimentation petroliere

Khodja, M. / Bouziani, T. / Kasdi, C. / Benmounah, A. et al. | 2003

print version

551

Estimation du comportement mecanique de formations superficielles instables

Martins-Campina, B. / Riss, J. / Fabre, R. / Clement, B. et al. | 2003

print version

559

Significance of viscous effects in the development of residual strain in cyclic triaxial tests on sand

Ko, D.-H. / Itou, H. / Tatsuoka, F. / Nishi, T. et al. | 2003

print version

569

Viscous effects coupled with ageing effects on the stress-strain behaviour of cement-mixed gravel

Kongsukprasert, L. / Tatsuoka, F. et al. | 2003

print version

579

Viscous stress-strain properties of undisturbed Pleistocene clay and its constitutive modelling

Komoto, N. / Tatsuoka, F. / Nishi, T. et al. | 2003

print version

589

Residual deformations by creep and cyclic loading of reinforced-gravel backfill and their relation

Hirakawa, D. / Shibata, Y. / Uchimura, T. / Tatsuoka, F. et al. | 2003

print version

597

Shear banding characteristics in plane strain compression of granular materials

Oie, M. / Sato, N. / Okuyama, Y. / Yoshida, T. / Yamada, S. / Tatsuoka, F. et al. | 2003

print version

607

Shear banding characteristics of granular materials and particle size effects on the seismic stability of earth structures

Okuyama, Y. / Yoshida, T. / Tatsuoka, F. / Koseki, J. / Uchimura, T. / Sato, N. / Oie, M. et al. | 2003

print version

617

Viscous stress-strain behaviour of clay under unloaded conditions

Li, J. Z. / Tatsuoka, F. / Nishi, T. / Komoto, N. et al. | 2003

print version

627

Effects of ageing and viscosity on the stress-strain behaviour of cement-mixed soft clay

Sugai, M. / Tatsuoka, F. / Uchimura, T. et al. | 2003

print version

637

Strength and deformation characteristics of cement-mixed gravel for engineering use

Lohani, T. N. / Kongsukprasert, L. / Tatsuoka, F. / Watanabe, K. et al. | 2003

print version

645

Viscous effects on the shear yielding characteristics of sand and its modelling

Nawir, H. / Tatsuoka, F. / Kuwano, R. et al. | 2003

print version

655

Experimental study of sand behaviour at low stresses

Lancelot, L. / Shahrour, I. / Mahmoud, M. A. et al. | 2003

print version

663

Strength and stress-strain behaviour of saprolitic granite soils from Guarda - sampling effects

Rodrigues, C. M. G. / Lemos, L. J. L. et al. | 2003

print version

669

Modelling in triaxial cells of the behavior of a soil of a retaining structure

Gaudin, C. / Thorel, J. L. / Garnier, J. / Serratrice, J.-F. et al. | 2003

print version

677

Shear characteristics of the reconsolidated clay remolded under low water content

Yagi, N. / Yatabe, R. / Bhandary, N. P. / Fujiwara, M. et al. | 2003

print version

683

Strength characteristics of cement-mixed gravel evaluated by large triaxial compression tests

Watanabe, K. / Tateyama, M. / Jiang, G.-L. / Tatsuoka, F. / Lohani, T. N. et al. | 2003

print version

695

Pre-failure behaviour of the tropical clay soils of Dhaka, Bangladesh

Toll, D. G. / Hossain, A. T. M. S. et al. | 2003

print version

701

Effect of water on particle breakage for decomposed granite soils

Nakata, Y. / Hyodo, M. / Murata, H. / Hyde, A. F. L. / Ham, T. G. et al. | 2003

print version

707

Effect of particle characteristics on drained shear properties of sand

Kato, Y. / Nakata, Y. / Hyodo, M. / Murata, H. et al. | 2003

print version

715

Effects of structural bonding and particle physical property on one-dimensional compression behaviour of bonded granular geomaterials

Katsuki, D. / Nakata, Y. / Hyodo, M. / Yoshimoto, N. / Murata, H. et al. | 2003

print version

721

The role of fines in the flow deformation and liquefaction of a volcanic soil Shirasu

Hyodo, 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 sands

Finge, Z. / Boucq, S. / Doanh, T. et al. | 2003

print version

737

Strain localization extent in sand under drained triaxial tests

Suzuki, K. / Yamada, T. et al. | 2003

print version

743

Deformation behaviour of anisotropic and isotropic compacted soils due to wetting

Romero, E. / Gens, A. / Lloret, A. / Barrera, M. et al. | 2003

print version

751

Evaluation of the macrostructure influence on compressibility tests results

Ciurea, C. / Chirica, A. et al. | 2003

print version

757

The effects of total stress path's direction on stress-strain-strength characteristics of soft marine Bangkok clay

Sambhandharaksa, S. / Aimdee, W. / Kurojjanawong, Y. et al. | 2003

print version

767

Assessment of mechanical behaviour of rockfill materials using triaxial and direct shear tests

Rayhani, M. H. T. et al. | 2003

print version

773

An experimental investigation of creep processes in a crushable sand

Gasparre, A. / Coop, M. R. / Cotecchia, F. et al. | 2003

print version

779

Experimental study of the mechanical behavior of plastic concrete by triaxial apparatus

Mahboubi, A. / Ajorloo, A. M. et al. | 2003

print version

785

Behavior of loose sand at very high strain rates

Yamamuro, J. A. / Abrantes, A. E. et al. | 2003

print version

793

Progressive failure and scale effect of anchor problem in two-layered sand

Sakai, T. / Tanaka, T. et al. | 2003

print version

799

Prediction of deformation of soft rock foundations for embankment dams considering nonlinear deformability

Yamaguchi, Y. / Akamatsu, T. / Okabe, N. et al. | 2003

print version

809

Deformation behavior of structure-sand deposits subjected to cyclic loading and FE analysis

Yokohama, S. / Miura, S. / Kawamura, S. et al. | 2003

print version

817

Ultimate bearing capacity of shallow foundations and contained yielded zone

Kobayashi, Y. et al. | 2003

print version

825

Laboratory test of bearing capacity of model pile with nodes

Iwasaki, Y. / Nagaya, J. / Yao, S. / Ito, A. et al. | 2003

print version

833

A field study of induced slope failure in poorly cemented rock

Pan, Y.-W. / Lin, C.-P. / Liao, J.-J. / Huang, A.-B. et al. | 2003

print version

841

Dynamic behavior of railroad ballast in shaking table tests

Ishikawa, T. / Sekine, E. et al. | 2003

print version

849

Stiffness values and deformation behaviour of soil for the settlement analysis of foundation

Berardi, R. / Bovolenta, R. et al. | 2003

print version

857

Behaviour of near-saturated soils under cyclic wave loading

Schwab, R. / Kohler, H.-J. et al. | 2003

print version

863

Three-dimensional consolidation of clay ground improved by vertical drain

Baek, W.-J. / Moriwaki, T. / Kikuchi, Y. et al. | 2003

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873

Implementation of a time-dependent constitutive model "TESRA" into the nonlinear FEM scheme

Siddiquee, M. S. A. / Tatsuoka, F. / Tanaka, T. et al. | 2003

print version

883

Class "A" footing response prediction from seismic cone tests

Mayne, P. W. et al. | 2003

print version

889

Estimation of the horizontal resistance of a rubble mound based on the results of an inverse analysis with in-situ loading tests on piles

Kobayashi, N. / Yosh*take, Y. / Murakami, A. / Kikuchi, Y. et al. | 2003

print version

897

Horizontal loading of piles: comparative study of P-Y curves-based methods

Bouafia, A. et al. | 2003

print version

905

Several considerations on a two-dimensional consolidation inverse analysis

Nishimura, S. / Murakami, A. / Fujii, H. et al. | 2003

print version

913

Seismic 3-D effective stress analysis: constitutive modelling and application

Cubrinovski, M. / Ishihara, K. / Shibayama, T. et al. | 2003

print version

921

Symmetry breaking bifurcation in various soils under shear

Ikeda, K. / Terada, K. / Yamakawa, Y. et al. | 2003

print version

931

Modelling deformation of thawing soil under vehicle loading

Shoop, S. / Affleck, R. / Janoo, V. / Haehnel, R. et al. | 2003

print version

939

Three-dimensional finite element analysis of footing resting on sand

Ahadi, A. et al. | 2003

print version

947

Stability of rock slopes in complex rock formation

Singh, T. N. / Pandey, A. / Puri, S. et al. | 2003

print version

955

Determination des modules de deformation des sols a partir d'un essai en place avec un penetrometre

Arbaoui, H. / Gourves, R. / Bode, L. / Bressolette, P. et al. | 2003

print version

963

Influence of sample geometry on shear wave propagation using bender elements

Rio, J. / Greening, P. / Medina, L. et al. | 2003

print version

969

Elasto-plastic finite element computations for a model of L-type retaining wall

Tanaka, T. / Imada, M. et al. | 2003

print version

975

Characteristics of settlement and bearing capacity of ground improved by granular pile

Chun, B. S. / Yeoh, Y. H. / Kim, C. K. et al. | 2003

print version

983

A comparison between observed and predicted behaviour of a deep excavation in soft Bangkok clay

Kovacevic, N. / Hight, D. W. / Potts, D. M. et al. | 2003

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991

Strength and compressibility behavior of composite geomaterial developed for application as retaining wall backfill inclusions

Ghani, A. N. A. / Ahmad, F. / Hamir, R. / Mohd, S. et al. | 2003

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997

Multiscale modelling of mechanical behaviour of a tree subjected to a rock impact

Quetel, C. / Berger, F. / Nicot, F. / Cambou, B. / Danescu, A. et al. | 2003

print version

1003

Neural network based prediction of silty sands behavior

Yasrobi, S. S. / Banimahd, M. et al. | 2003

print version

1009

Experimentation and modelling of unsaturated soils behaviour in non-isothermal conditions

Jamin, F. / El Youssoufi, M. S. / Saix, C. et al. | 2003

print version

1019

An illustrative model for assessing the influence of elastic non-linearity on the residual behaviour of a platform subject to traffic loading

Abdelkrim, M. / de Buhan, P. et al. | 2003

print version

1027

Cyclic behaviour of soils, a prediction of permanent deformations

Vincens, E. / Dubujet, P. / Cambou, B. et al. | 2003

print version

1035

Bifurcation analysis on soil specimens exhibiting diffuse deformation modes and localized slip planes

Yamakawa, Y. / Ikeda, K. / Terada, K. / Torii, K. et al. | 2003

print version

1043

Application of time-dependent model in tunnelling

Purwodihardjo, A. / Cambou, B. et al. | 2003

print version

1051

Simplified method based on plasticity for the permanent strains of unbound granular materials for flexible pavements

Habiballah, T. / Chazallon, C. / Petit, C. et al. | 2003

print version

1057

Validation of an elastoplastic model to predict secant shear modulus of natural soils by experimental results

Santos, J. A. / Correia, A. G. / Modaressi, A. / Lopez-Caballero, F. / Gomes, R. C. et al. | 2003

print version

1063

Application of fractal dimensions to examine the frictional behavior of granular materials

Yang, Z. Y. / Wu, T. J. / Yang, G. L. et al. | 2003

print version

1071

Discrete numerical simulation, quasistatic deformation and the origins of strain in granular materials

Combe, G. / Roux, J.-N. et al. | 2003

print version

1079

A thermomechanical model for clays

Einav, I. / Puzrin, A. M. et al. | 2003

print version

1087

Shear behavior of sand under cyclic loading in general stress systems

Nakai, T. / Hinokio, M. / Korenaga, Y. / Nagai, H. et al. | 2003

print version

1095

Numerical analysis on liquefaction-induced progressive deformation with a pore water migration

Uzuoka, R. / Sento, N. / Kazama, M. et al. | 2003

print version

1103

A simple constitutive model of sand based on strain-path controlled tests

Asaka, Y. / Tokimatsu, K. / Iwasaki, K. / Shamoto, Y. et al. | 2003

print version

1111

Bounding surface formulation of a unified critical state model for clay and sand

Yu, H. S. / Khong, C. D. et al. | 2003

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1119

An elasto-plastic constitutive model at the overall strain ranges (10^-^4 to 10%) for weathered soils

Oh, S. / Kweon, G.-C. / Kim, D.-S. et al. | 2003

print version

1127

New strain energy hardening functions for sand based on the double yielding concept

Yasin, S. J. M. / Tatsuoka, F. et al. | 2003

print version

1135

A framework for modelling of the time effects on the stress-strain behaviour of geomaterials

Tatsuoka, F. / Di Benedetto, H. / Nishi, T. et al. | 2003

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1145

Use of Generalized Plasticity to describe the behaviour of a wide class of non-active natural soils

Tonni, L. / Gottardi, G. / Cola, S. / Simonini, P. / Pastor, M. / Mira, P. et al. | 2003

print version

1155

A Cam clay-type model for structured soils

Liu, M. D. / Carter, J. P. / Airey, D. W. / Liyanapathirana, S. et al. | 2003

print version

1161

Application of Mohr-Coulomb yielding criterion

Mircevska, V. / Bickovski, V. et al. | 2003

print version

1167

Non-linear deformation behavior of granular materials by Elliptic Microstructure Model

Maeda, K. / Miura, K. et al. | 2003

print version

1175

Influence of particles shape on the macroscopic behavior of granular material

Claquin, C. / Emeriault, F. / Nouguier-Lehon, C. et al. | 2003

print version

1183

Identification of an elastoplastic model parameters using laboratory and in-situ tests

Lopez-Caballero, F. / Modaressi, A. / Elmi, F. et al. | 2003

print version

1191

Unidirectional non-linear stress-strain relationship for sand

Ibraim, E. / Cazacliu, B. et al. | 2003

print version

1201

A rheological model for the viscous behaviour of sand

Sauzeat, C. / Di Benedetto, H. / Chau, B. / Van Bang, D. P. et al. | 2003

print version

1211

Anisotropic effects in hypoplasticity

Niemunis, A. et al. | 2003

print version

1219

Methods to calculate strain in discrete element modelling

O Sullivan, C. / Bray, J. D. et al. | 2003

print version

1227

A numerical study of shear band formation in anisotropic sand

Wu, W. / Huang, W. / Bauer, E. et al. | 2003

print version

1233

Simplifications related to dynamic measurements of anisotropic G~0

Arroyo, M. / Wood, D. M. et al. | 2003

print version

1241

Particulate mechanics considerations as an aid in understanding the mechanical behavior of geomaterials

Kolisoja, P. et al. | 2003

print version

1249

A simple model of shear stress-shear strain relationship for liquefied dense sand

Ishihara, M. / Okamura, M. / Osh*ta, T. et al. | 2003

print version

1257

A new constitutive relation for rock joints calibrated by means of a discrete element method

Nicot, F. / Lambert, C. / Darve, F. et al. | 2003

print version

1263

Modelling of mechanical behaviour of a coarse soil subjected to rock impact using a discrete element method

Kecili-Laouafa, S. / Nicot, F. et al. | 2003

print version

1269

A general framework for constitutive models adaptation to unsaturated states

Pereira, J.-M. / Wong, H. / Dubujet, P. et al. | 2003

print version

1279

Observational approach for settlement predictions

Lansivaara, T. T. et al. | 2003

print version

1287

Settlement control for railway's roadbed foundation using soilbags

Matsuoka, H. / Liu, S. H. / Kachi, T. et al. | 2003

print version

1293

Modelling anisotropic deformation characteristics of gravelly layer in Hualien, Taiwan

Tanaka, Y. et al. | 2003

print version

1299

Normalization of displacement rate for roughly predicting time to failure in rock slope

Shoji, Y. / Sugawara, N. et al. | 2003

print version

1303

Anisotropy in bearing capacity-lateral deformation behavior of sand ground

Kawamura, S. / Miura, S. / Yokohama, S. et al. | 2003

print version

1311

Soil properties and site characterization through Rayleigh waves

Roma, V. et al. | 2003

print version

1319

Aging effect of sandy soils on liquefaction strength

Yasuda, S. / Shimizu, Y. / Koganemaru, K. / Morimoto, I. et al. | 2003

print version

1325

Stress-strain behaviors of soil under construction

Sahara, M. / Akino, N. et al. | 2003

print version

1335

Shear-wave velocities from multi-station analysis of surface wave

Lin, C.-P. / Chang, T.-S. / Cheng, M.-H. et al. | 2003

print version

1345

Modelling of track foundation behaviour at Zig Zag tunnels near Lithgow, NSW

Haque, A. / Chan, K. / Stone, P. / Christie, D. et al. | 2003

print version

1353

Long-term residual deformation of prototype geotextile-reinforced gravel structures

Uchimura, T. / Tatsuoka, F. / Tanaka, I. et al. | 2003

print version

1363

Compression characteristics of stiff clay to support a bridge foundation evaluated by field and laboratory tests

Yamamoto, T. / Miyagawa, H. / Yamada, S. / Nakajima, H. / Tatsuoka, F. et al. | 2003

print version

1373

In-situ response of asphalt pavement under moving load

Kamo, T. / Yoshida, N. / Hirotsu, E. et al. | 2003

print version

1381

Dynamic response of saturated dense sand in laminated centrifuge container

Lai, T. / Elgamal, A. / Yang, Z. / Wilson, D. / Kutter, B. et al. | 2003

print version

1389

Interpreting the Camastra dam behaviour in 40 years of operation

Pagano, L. / Sica, S. / Fenelli, G. B. et al. | 2003

print version

1395

Stress-strain relationships study on different stress path for intermediary Bucharest clay

Chirica, A. / Olteanu, A. / Serbulea, M. S. et al. | 2003

print version

1399

Evaluating soil nonlinearity from vertical array seismic records at site with anisotropy

Ueshima, T. et al. | 2003

print version

1411

A case study on the reduction of settlement caused by compaction grouting system

Chun, B. S. / Yeoh, Y. H. / Joung, Y. K. / Sagong, M. et al. | 2003

print version

1417

Lateral load behaviour of pile and pile groups in soft clays

Ilamparuthi, K. / Muttharam, M. et al. | 2003

print version

comparative study of P-Y curves-based methods (2024)

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