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Increase in undrained shear trength due to secondary compression = Accroissement de la résistance au cisaillement non drainé dû à une compression secondaireYASUHARA, K; UE, S.Soils and foundations. 1983, Vol 23, Num 3, pp 50-64, issn 0038-0806Article

Modeling of undrained creep of normally consolidated clayFARUQUE, M. O.Journal of engineering mechanics. 1986, Vol 112, Num 10, pp 1007-1020, issn 0733-9399Article

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

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

Undrained shear characteristics of normally consolidated peat under triaxial compression and extension conditions = Caractéristiques de cisaillement non drainé de tourbe normalement consolidée sous conditions de compression et d'extension triaxialesYAMAGUCHI, H; OHIRA, Y; KOGURE, K et al.Soils and foundations. 1985, Vol 25, Num 3, pp 1-18, issn 0038-0806Article

The undrained equilibrium behaviour of gassy sediments = Comportement à l'équilibre non drainé de sédiments gazeuxSOBKOWICZ, J. C; MORGENSTERN, N. R.Canadian geotechnical journal. 1984, Vol 21, Num 3, pp 439-448, issn 0008-3674Article

Etude expérimentale de consolidation retardéeAKAI, K; SANO, I; SHI-DOU, M et al.Kyoto Daigaku Bōsai Kenkyūjo nenpō. 1984, Num 27B2, pp 49-63, issn 0386-412XArticle

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

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

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

STABILITY ANALYSIS WITH THE SIMPLE AND THE ADVANCED PHI =O METHOD FOR A FAILED DIKE = ANALYSE DE LA STABILITE AVEC LA METHODE SIMPLE ET EN PROGRES PHI =0 POUR UNE DIGUE ROMPUEKISHIDA T; HANZAWA H; NAKANOWATARI M et al.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 2; PP. 69-82; BIBL. 19 REF.Article

EFFECT OF DISTURBANCE DUE TO INSERTION ON VANE SHEAR STRENGTH OF NORMALLY CONSOLIDATED COHESIVE SOILS = EFFET DU REMANIEMENT DU A L'INSERTION SUR LA RESISTANCE A CISAILLEMENT AU SCISSOMETRE DE SOLS COHERENTS NORMALEMENT CONSOLIDESKIMURA T; SAITOH K.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 2; PP. 113-124; BIBL. 19 REF.Article

Analysis of sediment stability on the Peru-Chile continental slope = Analyse de la stabilité des sédiments sur le versant continental Pérou-ChiliBUSCH, W. H; KELLER, G. H.Marine geotechnology. 1983, Vol 5, Num 2, pp 181-211, issn 0360-8867Article

THE INFLUENCE OF STRAIN RATE ON PORE PRESSURES IN CONSOLIDATED UNDRAINED TRIAXIAL TESTS ON COHESIVE SOILS = INFLUENCE DE LA VITESSE DE DEFORMATION SUR LES PRESSIONS DE PORES LORS D'ESSAIS TRIAXIAUX NON DRAINES ET CONSOLIDES DE SOLS COHERENTSKIMURA T; SAITOH K.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 1; PP. 80-90; BIBL. 14 REF.Article

GEOTECHNICAL CHARACTERIZATION OF DESSICATED CLAYMAHAR LJ; O'NEILL WM.1983; J. GEOTECH. ENG. DIV.; USA; DA. 1983; VOL. 109; NO 1; PP. 55-71; BIBL. 14 REF.Article

PERFORMANCE OF VERTICAL DRAINS AT QUEENBOROUGH BYPASS = FIABILITE DE DRAINS VERTICAUX DANS LA CONSTRUCTION D'UNE ROUTE DE DEVIATION A QUEENSBOROUGHNICHOLSON DP; JARDINE RJ.1981; GEOTECHNIQUE; GBR; DA. 1981; VOL. 31; NO 1; PP. 67-90; ABS. FRE; BIBL. 26 REF.Article

Estimation of undrained behavior of sand from self-boring pressurementer testsROY, D; CAMPANELLA, R. G; BYRNE, P. M et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 189-192, isbn 90-5410-891-6Conference 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

Undrained strength characteristics of normally consolidated aged clay = Caractéristiques de résistance non drainée d'argile vieillie normalement consolidéHANZAWA, H.Soils and foundations. 1983, Vol 23, Num 3, pp 39-49, issn 0038-0806Article

Undrained monotonic and cyclic shear behaviour of saturated sand under wide range of confining stressesHYODO, M; ARAMAKI, N.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 123-126, isbn 90-2651-853-6, 3VolConference Paper

REINFORCED CLAY SUBJECT TO UNDRAINED TRIAXIAL LOADINGINGOLD TS.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 5; PP. 738-744; BIBL. 3 REF.Article

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

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