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Index « ISSN » - entrée « 0266-352X »
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List of bibliographic references

Number of relevant bibliographic references: 23.
[0-20] [0 - 20][0 - 23][20-22][20-40]
Ident.Authors (with country if any)Title
001080 (2001) José Leitão Borges [Portugal] ; Ant Nio Silva Cardoso [Portugal]Structural behaviour and parametric study of reinforced embankments on soft clays
001108 (2001) M. S. Rahman [États-Unis] ; J. Wang [États-Unis] ; W. Deng [Australie] ; J. P. Carter [Australie]A neural network model for the uplift capacity of suction caissons
001253 (2000) Y. S. Kim [Corée du Sud] ; S. R. Lee [Corée du Sud]Prediction of long-term pore pressure dissipation behavior by short-term piezocone dissipation test
001265 (2000) R. Zentar [France] ; P. Y. Hicher [France] ; G. Moulin [France]Identification of soil parameters by inverse analysis
001421 (1999) T. A. Newson [Royaume-Uni]Validation of a non-associated critical state model
001451 (1999) R. A Day [Australie] ; D. W Hight [Royaume-Uni] ; D. M Potts [Royaume-Uni]Finite element analysis of construction stability of Thika Dam
001476 (1999) A. Giolas [Royaume-Uni] ; D. G. Toll [Royaume-Uni]A knowledge-based system for correlations using object hierarchies
001893 (1997) Y. S. Kim [Corée du Sud] ; S. R. Lee [Corée du Sud] ; Y. T. Kim [Corée du Sud]Application of an optimum design technique for determining the coefficient of consolidation by using piezocone test data
001A85 (1996) J. S. Sharma [Royaume-Uni] ; M. D. Bolton [Royaume-Uni]Finite element analysis of centrifuge tests on reinforced embankments on soft clay
001D33 (1995) D. T. Bergado [Thaïlande] ; J. C. Chai [Japon] ; N. Miura [Japon]FE analysis of grid reinforced embankment system on soft Bangkok clay
001D35 (1995) Takeshi Kamei ; Saiichi SakajoEvaluation of undrained shear behaviour of k0-consolidated cohesive soils using elasto-viscoplastic model
001F79 (1994) P. Y. Hicher [France] ; H. Wahyudi [France] ; D. Tessier [France]Microstructural analysis of strain localisation in clay
002243 (1993) Y. M. A. Hashash [États-Unis] ; A. J. Whittle [États-Unis]Integration of the modified Cam-Clay model in non-linear finite element analysis
002646 (1991) Pinnaduwa H. S. W. Kulatilake [Norvège] ; Suzanne Lacasse [Norvège] ; Mohammed Gabr [Norvège]Probabilistic equivalent linear soil spring stiffness analysis for gravity platforms: Illustrative example
002647 (1991) Pinnaduwa H. S. W. Kulatilake [Norvège] ; Suzanne Lacasse [Norvège]Probabilistic equivalent linear soil spring stiffness analysis for gravity platforms: Conceptual model
002703 (1991) Richard J. Finno [États-Unis] ; Indra S. Harahap [États-Unis] ; Paul J. Sabatini [États-Unis]Analysis of braced excavations with coupled finite element formulations
002834 (1990) K. Y. Yong ; F. H. Lee ; U. Parnploy ; S. L. LeeElasto-plastic consolidation analysis for strutted excavation in clay
002850 (1990) C. Y. Lee ; H. G. PoulosAxial response analysis of piles in vertically and horizontally non-homogeneous soils
002852 (1990) Hormoz B. Poorooshasb [Canada]Analysis of geosynthetic reinforced soil using a simple transform function
002986 (1989) M. D. Bolton [Royaume-Uni] ; A. M. Britto [Royaume-Uni] ; W. Powrie [Royaume-Uni] ; T. P. White [Australie]Finite element analysis of a centrifuge model of a retaining wall embedded in a heavily overconsolidated clay
002B07 (1988) P. V. Lade [États-Unis] ; M. K. Kim [Corée du Sud]Single hardening constitutive model for frictional materials II. Yield critirion and plastic work contours

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