PascalFr.i
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Index « PascalFr.i » - entrée « Pression pores »
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List of bibliographic references indexed by Pression pores

Number of relevant bibliographic references: 21.
[0-20] [0 - 20][0 - 21][20-20][20-40]
Ident.Authors (with country if any)Title
000D29 (2008) James A. Schneider [Australie] ; Mark F. Randolph [Australie] ; Paul W. Mayne [États-Unis] ; Nicholas R. Ramsey [Australie]Analysis of Factors Influencing Soil Classification Using Normalized Piezocone Tip Resistance and Pore Pressure Parameters
000F23 (2007) Taijun Kim [Corée du Sud] ; Nak-Kyung Kim [Corée du Sud] ; Mehmet T. Tumay [États-Unis, Turquie] ; Woojin Lee [Corée du Sud]Spatial distribution of excess pore-water pressure due to piezocone penetration in overconsolidated clay
000F31 (2007) Ozer Cinicioglu [Turquie] ; Dobroslav Znidarcic [États-Unis] ; Hon-Yim Ko [États-Unis]New structure-based model for estimating undrained shear strength
001114 (2006) Marcelo F. Silva [Royaume-Uni] ; David J. White [Royaume-Uni] ; Malcolm D. Bolton [Royaume-Uni]An analytical study of the effect of penetration rate on piezocone tests in clay
001374 (2005) Kyoji Sassa [Japon] ; GONGHUI WANG [Japon] ; Hiroshi Fukuoka [Japon] ; Dmitri A. Vankov [Japon]Shear-displacement-amplitude dependent pore-pressure generation in undrained cyclic loading ring shear tests : An energy approach
001768 (2003) Dinesh R. Katti [États-Unis] ; JINGPENG TANG [États-Unis] ; S. Yazdani [États-Unis]Undrained response of clays to varying strain rate
001800 (2003) Hiroyuki Tanaka [Japon] ; Masanori Tanaka [Japon] ; Shinya Suzuki [Japon] ; Toshihiko Sakagami [Japon]Development of a new cone penetrometer and its application to great depths of pleistocene clays
001973 (2002) Pradeep U. Kurup [États-Unis] ; Nitin K. Dudani [États-Unis]Neural networks for profiling stress history of clays from PCPT data
001996 (2002) Susan E. Burns [États-Unis] ; Paul W. Mayne [États-Unis]Analytical cavity expansion-critical state model for piezocone dissipation in fine-grained soils
001B88 (2001) JIAN ZHOU [République populaire de Chine] ; XIAONAN GONG [République populaire de Chine]Strain degradation of saturated clay under cyclic loading
002572 (1997) N. Tanaka [Japon] ; J. Graham [Canada] ; T. Crilly [Canada]Stress-strain behaviour of reconstituted illitic clay at different temperatures
002583 (1997) W. Brückmann [États-Unis] ; K. Moran [Canada] ; A. K. Mackillop [États-Unis]Permeability and consolidation characteristics from Hole 949B, northern Barbados Ridge
002895 (1996) M. Katagiri [Japon] ; G. Imai [Japon]Deformation characteristics of a saturated cohesive soil subjected to increase in pore pressure
002C07 (1995) T. B. S. Pradhan [Japon] ; Loan T. K. Dam [Japon] ; G. Imai [Japon]Effect of cyclic loading period on the behavior of clay under undrained torsional simple shear
003398 (1992) M.-F. Chang [Singapour] ; P. W. WayneDetermination of OCR in clays by piezocone tests using cavity expansion and critical state concepts. Closure
003586 (1991) A. J. Bond [Royaume-Uni] ; R. J. JardineEffects of installing displacement piles in a high OCR clay
003589 (1991) P. W. MayneDetermination of OCR in clays by piezocone tests using gravity expansion and critical state concepts
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
003B70 (1987) P. W. MayneDetermining preconsolidation stress and penetration pore pressures from DMT contact pressures

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