PascalFr.i
Exploration
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Exploration
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Serveur d'exploration sur l'OCR - Exploration (Accueil)

Index « PascalFr.i » - entrée « Résistance cisaillement »
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Résistance arrachement < Résistance cisaillement < Résistance compression  Facettes :

List of bibliographic references indexed by Résistance cisaillement

Number of relevant bibliographic references: 22.
[0-20] [0 - 20][0 - 22][20-21][20-40]
Ident.Authors (with country if any)Title
000318 (2012) Shriwantha Buddhi Vithana [Japon] ; Shinya Nakamura [Japon] ; Sho Kimura [Japon] ; Seiichi Gibo [Japon]Effects of overconsolidation ratios on the shear strength of remoulded slip surface soils in ring shear
000544 (2011) G.-H. Meng [Singapour] ; J. Chu [Singapour]SHEAR STRENGTH PROPERTIES OF A RESIDUAL SOIL IN SINGAPORE
000566 (2011) Naeem O. Abdulhadi [Jordanie] ; John T. Germaine [États-Unis] ; Andrew J. Whittle [États-Unis]Experimental Study of Wellbore Instability in Clays
000780 (2010) A. Förster [Allemagne] ; R. G. Ellis [États-Unis] ; R. Henrich [Allemagne] ; S. Krastel [Allemagne] ; A. J. Kopf [Allemagne]Geotechnical characterization and strain analyses of sediment in the Mauritania Slide Complex, NW-Africa
000D03 (2008) B. Indraratna [Australie] ; M. Jayanathan [Australie] ; E. T. Brown [Australie]Shear strength model for overconsolidated clay-infilled idealised rock joints
000F28 (2007) R. Tomas [Espagne] ; C. Domenech [Espagne] ; A. Mira [Espagne] ; A. Cuenca [Espagne] ; J. Delgado [Espagne]Preconsolidation stress in the Vega Baja and Media areas of the River Segura (SE Spain) : Causes and relationship with piezometric level changes
001170 (2006) M. V. Sanin [Canada] ; D. Wijewickreme [Canada]Cyclic shear response of channel-fill Fraser River Delta silt
001768 (2003) Dinesh R. Katti [États-Unis] ; JINGPENG TANG [États-Unis] ; S. Yazdani [États-Unis]Undrained response of clays to varying strain rate
001B84 (2001) S. Sambhandharaksa [Thaïlande] ; D. Pinpuvadol [Thaïlande] ; P. Boontharaksa [Thaïlande]The development of NSP and its applications in practice
001C08 (2001) Yoichi Watabe [Japon] ; Takashi Tsuchida [Japon]Comparative study on undrained shear strength of Osaka bay Pleistocene clay determined by several kinds of laboratory test
001E16 (2000) Jun-Gao Zhu [Hong Kong] ; Jian-Hua Yin [Hong Kong]Strain-rate-dependent stress-strain behavior of overconsolidated Hong Kong marine clay
002040 (1999) T. Mitachi [Japon] ; M. Okawara [Japon] ; T. Kawaguchi [Japon]Method for determining design strength parameters for slope stability analysis
002058 (1999) J. Chu [Singapour] ; V. Choa [Singapour] ; B. M. WinDetermination of undrained shear strength of clay by direct simple shear tests
002059 (1999) M. Hyodo [Japon] ; A. F. L. Hyde [Royaume-Uni] ; Y. Yamamoto [Japon] ; T. Fujii [Japon]Cyclic shear strength of undisturbed and remoulded marine clays
002060 (1999) M.-F. Chang [Singapour] ; CEE ING TEH [Singapour] ; LAIFA CAO [Singapour]Critical state strength parameters of saturated clays from the modified Cam clay model
002287 (1998) H. Kanmuri [Japon] ; M. Kato [Japon] ; O. Suzuki [Japon] ; E. Hirose [Japon]Shear strength of K0 consolidated undisturbed peat
002577 (1997) M. Gutierrez [Norvège] ; G. Vik [Norvège] ; T. Berre [Norvège]Shale strength as function of stress history and diagenesis
002902 (1996) T. Shogaki [Japon]A method for correcting consolidation parameters for sample disturbance using volumetric strain
002C06 (1995) M. W. O'Neill [États-Unis] ; G. YoonEngineering properties of overconsolidated pleistocene soils of Texas Gulf coast
002E74 (1994) A. Ghaly [États-Unis] ; A. HannaUltimate pullout resistance of single vertical anchors
003761 (1990) Amr S. Azzouz ; Mohsen M. Baligh ; Andrew J. WhittleShaft resistance of piles in clay

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