COCOMP < COGE < COIMMU

Facettes : Author.f

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
000610 (1990)	Hormoz B. Poorooshasb	Analysis of geosynthetic reinforced soil using a simple transform function
001144 (1985)	S. Pietruszczak ; D. F. E. Stolle	Deformation of strain softening materials
001261 (1991)	Pinnaduwa H. S. W. Kulatilake ; Suzanne Lacasse ; Mohammed Gabr	Probabilistic equivalent linear soil spring stiffness analysis for gravity platforms: Illustrative example
001520 (1991)	Pinnaduwa H. S. W. Kulatilake ; Suzanne Lacasse	Probabilistic equivalent linear soil spring stiffness analysis for gravity platforms: Conceptual model
001692 (1994)	P. Y. Hicher ; H. Wahyudi ; D. Tessier	Microstructural analysis of strain localisation in clay
001C76 (1993)	Y. M. A. Hashash ; A. J. Whittle	Integration of the modified Cam-Clay model in non-linear finite element analysis
001C91 (1996)	J. S. Sharma ; M. D. Bolton	Finite element analysis of centrifuge tests on reinforced embankments on soft clay
001E54 (1999)	A. Giolas ; D. G. Toll	A knowledge-based system for correlations using object hierarchies
001F83 (1988)	P. V. Lade ; M. K. Kim	Single hardening constitutive model for frictional materials II. Yield critirion and plastic work contours
002232 (1987)	T. Hueckel ; A. Peano	Some geotechnical aspects of radioactive waste isolation in continental clays
002253 (1991)	Richard J. Finno ; Indra S. Harahap ; Paul J. Sabatini	Analysis of braced excavations with coupled finite element formulations
002381 (2001)	M. S. Rahman ; J. Wang ; W. Deng ; J. P. Carter	A neural network model for the uplift capacity of suction caissons
002517 (1999)	T. A. Newson	Validation of a non-associated critical state model
002584 (2001)	José Leitão Borges ; Ant Nio Silva Cardoso	Structural behaviour and parametric study of reinforced embankments on soft clays
002762 (1999)	R. A Day ; D. W Hight ; D. M Potts	Finite element analysis of construction stability of Thika Dam
002D51 (1990)	K. Y. Yong ; F. H. Lee ; U. Parnploy ; S. L. Lee	Elasto-plastic consolidation analysis for strutted excavation in clay
002D84 (1997)	Y. S. Kim ; S. R. Lee ; Y. T. Kim	Application of an optimum design technique for determining the coefficient of consolidation by using piezocone test data
002D89 (2000)	Y. S. Kim ; S. R. Lee	Prediction of long-term pore pressure dissipation behavior by short-term piezocone dissipation test
002F85 (1989)	M. D. Bolton ; A. M. Britto ; W. Powrie ; T. P. White	Finite element analysis of a centrifuge model of a retaining wall embedded in a heavily overconsolidated clay
003074 (2000)	R. Zentar ; P. Y. Hicher ; G. Moulin	Identification of soil parameters by inverse analysis
003662 (1995)	Takeshi Kamei ; Saiichi Sakajo	Evaluation of undrained shear behaviour of k0-consolidated cohesive soils using elasto-viscoplastic model

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