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Results 1 to 25 of 625

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Fundamental factors affecting liquefaction susceptibility of sandsVAID, Y. P; SIVATHAYALAN, S.International Workshop on the physics and mechanics of soil liquefeaction. 1999, pp 105-120, isbn 90-5809-038-8Conference Paper

Discussion of Multivariate distribution for undrained shear strengths under various test proceduresMESRI, Gholamreza.Canadian geotechnical journal. 2014, Vol 51, Num 3, pp 346-347, issn 0008-3674, 2 p.Article

Reply to the discussion by Mesri on Multivariate distribution for undrained shear strengths under various test proceduresJIANYE CHING; PHOON, Kok-Kwang.Canadian geotechnical journal. 2014, Vol 51, Num 3, pp 348-351, issn 0008-3674, 4 p.Article

Diffuse failure in geomaterials: Experiments and modellingKHOA, H. D. V; GEORGOPOULOS, I. O; DARVE, F et al.Computers and geotechnics. 2006, Vol 33, Num 1, pp 1-14, issn 0266-352X, 14 p.Article

Estimating the undrained strength of sand : A theoretical framework. Discussion. Authors' replyROY, D; CAMPANELLA, D; HUGHES, J et al.Canadian geotechnical journal. 1996, Vol 33, Num 5, pp 845-848, issn 0008-3674Article

Recent progress in experimental studies on instability of granular soilCHU, J; LEONG, W. K.International Workshop on bifurcations & instabilities in geomechanics, IWBI 2002. 2003, pp 175-191, isbn 90-5809-563-0, 17 p.Conference Paper

Instability and liquefaction of granular materialsLADE, P.V.Computers and geotechnics. 1994, Vol 16, Num 2, pp 123-151, issn 0266-352XArticle

Instability and failure of soils with non associated flow = Instabilité et rupture des sols avec percolation non-associéeLADE, P.V.Congrès international de mécanique des sols et des travaux de fondations. 12. 1989, pp 727-730Conference Paper

A method to minimize membrane penetration effects in undrained triaxial tests on granular soilsKAWAMURA, S; MIURA, S.International symposium on pre-failure deformation characteristics of geomaterials. 1994, pp 69-74Conference Paper

Uncertainty of mobilized undrained shear strengthTANG, W; MESRI, G; HALIM, I et al.Soils and foundations. 1992, Vol 32, Num 4, pp 107-116, issn 0038-0806Article

Experimental study of sand behaviour at low stressesLANCELOT, L; SHAHROUR, I; AL MAHMOUD, M et al.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 655-662, isbn 90-5809-604-1, 8 p.Conference Paper

Evaluation of undrained strengths obtained from three shear testsIIZUKA, A; HIROSE, T; SHIN, D et al.ISC'98 : International Conference on site characterization. 1998, pp 1265-1271, isbn 90-5410-939-4Conference Paper

Cyclic elastoplastic constitutive equation of cohesive and noncohesive soilsHASHIGUCHI, K; CHEN, Z.-P; TSUTSUMI, S et al.NUMOG VI : International Symposium on Numerical Models in Geomechanics. 1997, pp 93-98, isbn 90-5410-886-XConference Paper

Shearing behaviour of cohesive soil subjected to decrease in mean effective stressKATAGIRI, M; IMAI, G.International symposium on pre-failure deformation characteristics of geomaterials. 1994, pp 131-136Conference Paper

Undrained shear characteristics of a soft clay after cyclic loadingHORII, N; TOTYOSAWA, Y; TAMATE, S et al.International symposium on pre-failure deformation characteristics of geomaterials. 1994, pp 113-118Conference Paper

Slope stability analysis for undrained loading conditionsBAKER, R; FRYDMAN, S; TALESNICK, M et al.International journal for numerical and analytical methods in geomechanics. 1993, Vol 17, Num 1, pp 15-43, issn 0363-9061Article

Implicit integration in soil plasticity under mixed control for drained and undrained responseALAWAJI, H; RUNESSON, K; STURE, S et al.International journal for numerical and analytical methods in geomechanics. 1992, Vol 16, Num 10, pp 737-756, issn 0363-9061Article

Evaluation of liquefaction resistance of sand improved by deep vibratory compaction = Evaluation de la résistance à la liquéfaction de sable amélioré par compactage à vibration profondeTOKIMATSU, K; YOSHIMI, Y; ARIIZUMU, K et al.Soils and foundations. 1990, Vol 30, Num 3, pp 153-158, issn 0038-0806, 6 p.Article

Stress-history dependent behaviour of soft clayEL-RAYES, M.K; HASSONA, F.A.K; HASSAN, M.A et al.International congress international association of engineering geology. 6. 1990, pp 363-370, 8 p.Conference Paper

Behaviour of reinforced earth under triaxial compression = Comportement des terres armées sous l'effet de compression triaxialeKRISHNASWAMY, N.R; SRINIVASULU REDDY, N.Reinforced soil and geotextiles. Geotextiles conference. 1989, pp A41-A46Conference Paper

The use of penetrators for the measurement of the undrained shear strength of soft marine clays = L'utilisation de la pénétrométrie pour la détermination de la résistance au cisaillement non drainée d'argiles marines mollesFREEMAN, T.J.Penetration testing in the UK. Geotechnology conference. 1989, pp 241-245Conference Paper

Dilatance et potentiel de liquéfaction dans les essais triaxiaux et de torsionCHEHADE, R; ROBINET, J.C; SHAHROUR, I et al.Congrès international de mécanique des sols et des travaux de fondations. 12. 1989, pp 29-30Conference Paper

A simple model of shear stress-strain relationship for liquefied dense sandISHIHARA, M; OKAMURA, M; OSHITA, T et al.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 1249-1255, isbn 90-5809-604-1, 7 p.Conference Paper

Influence of strength anisotropy on piezocone resistance in claySU, S. F; LIAO, H. J.Journal of geotechnical and geoenvironmental engineering. 2002, Vol 128, Num 2, pp 166-173, issn 1090-0241Article

Influence of anisotropy and destructuration on undrained shearing of natural claysZENTAR, R; KARSTUNEN, M; WHEELER, S. J et al.European Conference Numerical Methods in Geotechnical Engineering. 2002, pp 21-26, isbn 2-7208-6004-2, 6 p.Conference Paper

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