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List of bibliographic references indexed by Soil mechanics

Number of relevant bibliographic references: 25.
[0-20] [0 - 20][0 - 25][20-24][20-40]
Ident.Authors (with country if any)Title
000544 (2011) G.-H. Meng [Singapour] ; J. Chu [Singapour]SHEAR STRENGTH PROPERTIES OF A RESIDUAL SOIL IN SINGAPORE
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
001642 (2004) Mamoru Mimura [Japon] ; Woo Young Jang [Japon]Description of time-dependent behavior of quasi-overconsolidated Osaka pleistocene clays using elasto-viscoplastic finite element analyses
001907 (2002) Juan M. Pestana [États-Unis] ; Andrew J. Whittle [États-Unis] ; Antonio Gens [Espagne]Evaluation of a constitutive model for clays and sands: Part II – clay behaviour
001959 (2002) N. Sultan [France] ; P. Delage [France] ; Y. J. Cui [France]Temperature effects on the volume change behaviour of Boom clay
001973 (2002) Pradeep U. Kurup [États-Unis] ; Nitin K. Dudani [États-Unis]Neural networks for profiling stress history of clays from PCPT data
001C07 (2001) Hiroyuki Tanaka [Japon] ; Dinesh R. Shiwakoti [Japon] ; Osamu Mishima [Japon] ; Yoichi Watabe [Japon] ; Masanori Tanaka [Japon]Comparison of mechanical behavior of two overconsolidated clays : Yamashita and Louiseville clays
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
002034 (1999) H. S. Yu [Australie] ; R. K. Rowe [Canada]Plasticity solutions for soil behaviour around contracting cavities and tunnels
002051 (1999) Y.-C. Chen [Taïwan] ; T.-S. Liao [Taïwan]Dynamic properties and state parameter of sand
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
002579 (1997) G. Lanzo [Italie] ; M. Vucetic [États-Unis] ; M. Doroudian [États-Unis]Reduction of shear modulus at small strains in simple shear
002868 (1996) G. Lefebvre [Canada] ; P. PfendlerStrain rate and preshear effects in cyclic resistance of soft clay
002906 (1995-10) Etude expérimentale du comportement dilatant des argiles surconsolidées
002C06 (1995) M. W. O'Neill [États-Unis] ; G. YoonEngineering properties of overconsolidated pleistocene soils of Texas Gulf coast
003406 (1991-01) Mladen Vucetic ; Ricardo DobryEffect of soil plasticity on cyclic response
003594 (1990-11) Alex Rafalovich ; Ronald C. ChaneyCorrelation between OCR and depth for deep-sea sediments
003761 (1990) Amr S. Azzouz ; Mohsen M. Baligh ; Andrew J. WhittleShaft resistance of piles in clay
003919 (1988-02) Mladen VuceticNormalized behavior of offshore clay under uniform cycling loading
003920 (1988-02) Mladen Vucetic ; Ricardo DobryDegradation of marine clays under cyclic loading
003A50 (1988) P. W. Mayne ; R. C. BachusProfiling OCR in clays by piezocone soundings

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