The interpretation of in situ soil tests = Interprétation des essais de sols in situWROTH, C. P.Geotechnique. 1984, Vol 34, Num 4, pp 449-489, issn 0016-8505Article

Estimation of overconsolidation ratio of saturated uncemented clays from simple parametersCHETIA, M; BORA, P. K.Indian geotechnical journal. 1998, Vol 28, Num 2, pp 177-194, issn 0046-8983Article

The variation of shear modulus of a clay with pressure and overconsolidation ratioHOULSBY, G. T; WROTH, C. P.Soils and foundations. 1991, Vol 31, Num 3, pp 138-143, issn 0038-0806Article

Preliminary calibration of PCT-OCR model for claysMAYNE, P.W; CHEN, B.S.Y.International conference on soil mechanics and foundation engineering. 1994, pp 283-286Conference Paper

Propriétés mécaniques des argiles surconsolidéesADACHI, T; SANO, I.Tsuchi to kiso. 1985, Vol 33, Num 3, pp 3-8, issn 0041-3798Article

Ko-coefficient of sand in triaxial apparatus = Coefficient de pression des terres au repos Ko du sable dans l'essai triaxialFEDA, J.Journal of geotechnical engineering. 1984, Vol 110, Num 4, pp 519-524, issn 0733-9410Article

Caractéristiques de résistance au cisaillement du «limon de Kanto» fortement surconsolidéHANZAWA, H; KANAYA, Y; TSUNEKAWA, M et al.Tsuchi to kiso. 1985, Vol 33, Num 3, pp 9-13, issn 0041-3798Article

Prévision de la résistance au cisaillement en milieu non drainé des argiles surconsolidéesMITACHI, T; ONO, T.Tsuchi to kiso. 1985, Vol 33, Num 3, pp 21-28, issn 0041-3798Article

On the possibility of estimating in situ OCR using piezocone (CUPT) = Sur la possibilité d'estimer le rapport de surconsolidation in situ à l'aide du piézocôneSUGAWARA, N.International symposium on penetration testing (ISOPT-1). 1. 1988, pp 985-991Conference Paper

Prediction of the preconsolidation pressure and recompression index of soils = Prévision de la pression de préconsolidation et indice de recompression des solsNAGARAJ, T. S; SRINIVASA MURTHY, B. R.ASTM geotechnical testing journal. 1985, Vol 8, Num 4, pp 199-202, issn 0149-6115Article

Overconsolidation of alluvial clays = Surconsolidation des argiles alluvialesHANZAWA, H; ADACHI, K.Soils and foundations. 1983, Vol 23, Num 4, pp 106-118, issn 0038-0806Article

On the thermomechanical approach to the formulation of plastic constitutive equationsHASHIGUCHI, Koichi.Soils and foundations. 2001, Vol 41, Num 4, pp 89-94, issn 0038-0806Article

The design and performance of the Dunton Green retaining wall = Calcul et performance du mur de soutènement à Dunton GreenGARETT, C; BARNES, S. J.Geotechnique. 1984, Vol 34, Num 4, pp 533-548, issn 0016-8505Article

Over consolidation ratio of clays from penetration pore pressures = Rapport de surconsolidation des argiles à partir des pressions interstitielles mesurées par cône de pénétrationSULLY, J. P; CAMPANELLA, R. G; ROBERTSON, P. K et al.Journal of geotechnical engineering. 1988, Vol 114, Num 2, pp 209-216, issn 0733-9410Article

Critical state for overconsolidated unsaturated silty soilESTABRAGH, A. R; JAVADI, A. A.Canadian geotechnical journal. 2008, Vol 45, Num 3, pp 408-420, issn 0008-3674, 13 p.Article

Experimental study of the dilatancy in overconsolidated clayHATTAB, M; HICHER, P. Y.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 57-62, isbn 90-5410-537-2, 2VolConference Paper

ANISOTROPIC ELASTIC DEFORMATIONS IN LABORATORY TESTS ON UNDISTURBED LONDON CLAYATKINSON HH.1975; GEOTECHNIQUE; G.B.; DA. 1975; VOL. 25; NO 2; PP. 357-374; ABS. FR.; BIBL. 18REF.; 8 ILL.Article

Evaluation of field CPTU dissipation data in overconsolidated fine-grained soilsSULLY, J.P; CAMPANELLA, R.G.International conference on soil mechanics and foundation engineering. 1994, pp 201-204Conference Paper

Assessment of self-boring pressuremeter tests in sensitive claySILVESTRI, Vincenzo.Canadian geotechnical journal. 2003, Vol 40, Num 2, pp 362-387, issn 0008-3674, 26 p.Article

Development of a new cone penetrometer and its application to great depths of pleistocene claysTANAKA, Hiroyuki; TANAKA, Masanori; SUZUKI, Shinya et al.Soils and foundations. 2003, Vol 43, Num 6, pp 51-61, issn 0038-0806, 11 p.Article

Factors affecting at-rest lateral stress in artificially cemented sandsFANYU ZHU; CLARK, J. I; PAULIN, M. J et al.Canadian geotechnical journal. 1995, Vol 32, Num 2, pp 195-203, issn 0008-3674Article

Aspects of the behaviour of compacted clayey soils on drying and wetting pathsFLEUREAU, Jean-Marie; VERBRUGGE, Jean-Claude; HUERGO, Pedro J et al.Canadian geotechnical journal. 2002, Vol 39, Num 6, pp 1341-1357, issn 0008-3674, 17 p.Article

Surconsolidation apparente et pression osmotique dans un sédiment marin = Apparent over-consolidation and osmotic pressure in a marine sedimentSULTAN, Nabil; COCHONAT, Pierre; DENNIELOU, Bernard et al.Comptes rendus de l'Académie des sciences. Série 2. Sciences de la terre et des planètes. 2000, Vol 331, Num 5, pp 379-386, issn 1251-8050Article

Rate-dependent undrained shear behavior of saturated claySHEEHAN, T. C; LADD, C. C; GERMAINE, J. T et al.Journal of geotechnical engineering. 1996, Vol 122, Num 2, pp 99-108, issn 0733-9410Article

Effects of ageing and overconsolidation on the elastic stiffness of a remoulded clayATHANASOPOULOS, G. A.Geotechnical and geological engineering. 1993, Vol 11, Num 1, pp 51-65, issn 0960-3182Article