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UNDRAINED STABILITY OF SHALLOW VERTICAL HOLES = STABILITE NON DRAINEE DE TROUS VERTICAUX PEU PROFONDSMURF JD.1983; INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS; ISSN 0363-9061; GBR; DA. 1983; VOL. 7; NO 3; PP. 357-370; BIBL. 8 REF.Article

Estimation of minimum undrained shear strength for flow liquefaction using the CPTROBERTSON, P. K.International Conference on earthquake geotechnical engineering. 1999, pp 1021-1028, isbn 90-5809-116-3Conference Paper

Dynamique de l'érosion continentale aux grandes échelles de temps et d'espace : modélisation expérimentale, numérique et théorique = Dynamics of continental erosion at large temporal and spatial scales: experimental, numerical and theoretical modellingLAGUE, Dimitri.Mémoires du CAREN. 2003, Num 1, issn 1761-2810, 155 p.Thesis

Evaluation of undrained shear strength under embankments on soft claysLEROUEIL, S.International conference on soil mechanics and foundation engineering. 1994, pp 85-86Conference Paper

Theory of one dimensional consolidation of two-layered soil with partially drained boundariesXIE, K.-H; XIE, X.-Y; GAO, X et al.Computers and geotechnics. 1999, Vol 24, Num 4, pp 265-278, issn 0266-352XArticle

CONSOLIDATION OF A CLAY CYLINDER WITH EXTERNAL RADIAL DRAINAGE.YOSHIKUNI H; NAKANODO H.1977; SOILS FOUND.; JAP.; DA. 1977; VOL. 17; NO 2; PP. 61-64; BIBL. 1 REF.Article

THE RELATIONSHIP BETWEEN UNDRAINED STRENGTH AND PLASTICITY INDEX.SRIDHARAN A; NARASIMHA RAO S.1973; GEOTECH. ENGNG; THA; 1973, VOL. 4, NUM. 0001, P. 41 A 53Serial Issue

A simple model for the effect on soil strength of episodes of remoulding and reconsolidationWHITE, David J; HODDER, Matt.Canadian geotechnical journal. 2010, Vol 47, Num 7, pp 821-826, issn 0008-3674, 6 p.Article

Vane test used for very soft soil-like materials characterizationZALESKY, J; KOS, J; SALAK, J et al.ISC'98 : International Conference on site characterization. 1998, pp 1201-1206, isbn 90-5410-939-4Conference Paper

The effect of reconsolidation on undrained strength of normally consolidated cohesive soils = Effet de la reconsolidation sur la résistance non drainée de sols cohérents normalement consolidésKIMURA, T; SAITOH, K; NISHIHARA, S et al.Soils and foundations. 1983, Vol 23, Num 3, pp 27-38, issn 0038-0806Article

Undrained shear strength of norwegian clays estimated by neural networksKURUP, P. U; DUDANI, N. K.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 437-440, isbn 90-2651-853-6, 3VolConference Paper

Effect of OCR on sampling disturbance of cohesive soils and evaluation of laboratory reconsolidation proceduresSANTAGATA, Marika; GERMAINE, John T.Canadian geotechnical journal. 2005, Vol 42, Num 2, pp 459-474, issn 0008-3674, 16 p.Article

Undrained stability of a square tunnel in a soil whose strengtrh increases linearly with depthSLOAN, S.W; ASSADI, A.Computers and geotechnics. 1991, Vol 12, Num 4, pp 321-346, issn 0266-352XArticle

Stability analysis of embankments on soft ground = Calculs de stabilité de remblais sur sol mouBAK-KONG LOW.Journal of geotechnical engineering. 1989, Vol 115, Num 2, pp 211-227, issn 0733-9410Article

Undrained shear strengths of clay around an advancing coneSU, Shi-Fon.Canadian geotechnical journal. 2010, Vol 47, Num 10, pp 1149-1158, issn 0008-3674, 10 p.Article

On the determination of vane shear strength of soft soilsBOUASSIDA, M; BOUSSETTA, S.Regional Conference for Africa on soil mechanics and geotechnical engineeringCongrès régional africain de la géotechnique au service du développement de l'Afrique. 1999, pp 285-291, isbn 90-5809-082-5Conference Paper

Fundamental and practical issues concerning undrained strength anisotropyLADD, C.C.International conference on soil mechanics and foundation engineering. 1994, pp 57-58Conference Paper

Procedures for analysis of the mobilization of debris flowsANDERSON, S.A; SITAR, N.International conference on soil mechanics and foundation engineering. 1994, pp 255-258Conference Paper

Reducing shear strength uncertainties in clays by multivariate correlationsCHING, Jianye; PHOON, Kok-Kwang; CHEN, Yi-Chu et al.Canadian geotechnical journal. 2010, Vol 47, Num 1, pp 16-33, issn 0008-3674, 18 p.Article

Method for predicting in-situ undrained strength of highly organic soil based on the value of suction and unconfined compressive strengthTSUSHIMA, M; MITACHI, T.International symposium on problematic soils IS-Tohoku '98. 1998, pp 11-14, isbn 90-5410-997-1Conference Paper

A simple buildup analysis method to determine well drainage area and drawdown pressure for a stabilized wellBOSSIE-CODREANU, D.SPE formation evaluation. 1989, Vol 4, Num 3, pp 418-420, issn 0885-923X, 3 p.Article

Undrained strength of clays derived from pressuremeter testsBAHAR, Ramdane; BAIDI, Fawzia; BELHASSANI, Ouarda et al.European journal of environmental and civil engineering. 2012, Vol 16, Num 10, pp 1238-1260, issn 1964-8189, 23 p.Article

Bearing capacity for foundations with cyclic loads = Capacité portante de fondations sous charge cycliqueANDERSEN, K. H; LAURITZSEN, R.Publikasjon - Norges Geotekniske Institutt. 1988, Num 175, issn 0078-1193, 1-16 [16 p.]Article

Influence of state and compressibility on liquefied strength of sandsSADREKARIMI, Abouzar.Canadian geotechnical journal. 2013, Vol 50, Num 10, pp 1067-1076, issn 0008-3674, 10 p.Article

Specimen nonuniformities in water-pluviated and moist-tamped sands under undrained triaxial compression and extensionTHOMSON, P. R; WONG, R. C. K.Canadian geotechnical journal. 2008, Vol 45, Num 7, pp 939-956, issn 0008-3674, 18 p.Article

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