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

Ko-Cu/σ'_v0 trends for overconsolidated clays = Rapports Ko-Cu/σ'_v0 pour les argiles surconsolidésMAYNE, P. W.1984, Vol 110, Num 10, pp 1511-1516Article

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

Study of OCR of lœss by flat dilatometer = Etude de RSC du lœss au moyen du dilatomètre platHAMAMDSHIEV, K. B; LUTENEGGER, A. J.International conference on soil mechanics and foundation engineering. 11. 1985, pp 2409-2414Conference Paper

Nouvelles tables de poussée et de butée dans les sols surconsolidés = New tables for active and passive earth pressure coefficients in overconsolidated soilsBOUTONNIER, L; VIROLLET, M.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1095-1098, isbn 90-2651-853-6, 3VolConference Paper

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

The effects of stress path history on the undrained behavior of saturated loose sandsFINGE, Z; BOUCQ, S; DOANH, T et al.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 729-736, isbn 90-5809-604-1, 8 p.Conference Paper

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

Effect of in-situ soil properties on piezocone penetration test measurementsABU-FARSAKH, M. Y; TUMAY, M. T.International Symposium on numerical models in geomechanics. 2002, pp 601-606, isbn 90-5809-359-X, 6 p.Conference Paper

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

Viscous behaviour of clays in one-dimensional compressionWONG, Ron C. K; VARATHARAJAN, Sivarajan.Canadian geotechnical journal. 2014, Vol 51, Num 7, pp 795-809, issn 0008-3674, 15 p.Article

Estimation of overconsolidation ratio from piezocone test in Singapore marine claysPHOON, K. K; LOW, H. E; TAN, T. S et al.International symposium on field measurements in geomechanics. 2003, pp 287-292, isbn 90-5809-602-5, 6 p.Conference Paper

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