The effect of sampling disturbance on undrained strength of cohesive soils = L'effet de la perturbation due à l'échantillonnage sur la résistance mécanique en milieu non drainé de sols cohérentsKIMURA, T; SAITOH, K.1984, Vol 15, Num 1, pp 37-57, issn 0046-5828Article

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

Effet d'un préchargement non drainé sur des sols de cendre volcanique allophaneKITAZONO, Y; SUZUKI, A; ARAMAKI, S et al.Zairyo. 1985, Vol 34, Num 377, pp 221-227, issn 0514-5163Article

Comportement mécanique des sables sur chemins non drainés et liquéfaction = Mechanical behaviour of sands on undrained roads and liquefactionFLAVIGNY, E; FORAY, P.Colloque national de génie parasismique. 1. 1986, pp 3.23-3.32Conference Paper

Anisotropy of undrained shear strength of clays under axi-symetric loading conditions = L'anisotropie de la résistance au cisaillement non drainée d'argiles dans des conditions de chargement axi-symétriqueOHTA, H; NISHIHARA, A.Soils and foundations. 1985, Vol 25, Num 2, pp 73-86, issn 0038-0806Article

Principes pour l'évaluation de la résistance au cisaillement des solsANAGNOSTOPOULOS, A; KALTEZIOTIS, N.1985, Num 3-4, pp 108-135, issn 0253-4991Article

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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

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

Undrained tests on clay for comparison = Essais non drainés sur l'argile à fin de comparaisonMOLENKAMP, F.International workshop on constitutive relations for soils. 1984, pp 95-96Conference Paper

Undrained anisotropy of Hostun RF loose sand : new experimental investigationsFINGE, Zeina; DOANH, Thiep; DUBUJET, Philippe et al.Canadian geotechnical journal. 2006, Vol 43, Num 11, pp 1195-1212, issn 0008-3674, 18 p.Article

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