Serveur d'exploration sur l'OCR

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Pression pores And NotWoojin Lee

List of bibliographic references

Number of relevant bibliographic references: 21.
Ident.Authors (with country if any)Title
000251 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
000273 Ozer Cinicioglu [Turquie] ; Dobroslav Znidarcic [États-Unis] ; Hon-Yim Ko [États-Unis]New structure-based model for estimating undrained shear strength
000355 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
000381 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
000532 Dinesh R. Katti [États-Unis] ; JINGPENG TANG [États-Unis] ; S. Yazdani [États-Unis]Undrained response of clays to varying strain rate
000564 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
000606 Pradeep U. Kurup [États-Unis] ; Nitin K. Dudani [États-Unis]Neural networks for profiling stress history of clays from PCPT data
000633 Susan E. Burns [États-Unis] ; Paul W. Mayne [États-Unis]Analytical cavity expansion-critical state model for piezocone dissipation in fine-grained soils
000655 JIAN ZHOU [République populaire de Chine] ; XIAONAN GONG [République populaire de Chine]Strain degradation of saturated clay under cyclic loading
000875 N. Tanaka [Japon] ; J. Graham [Canada] ; T. Crilly [Canada]Stress-strain behaviour of reconstituted illitic clay at different temperatures
000888 W. Brückmann [États-Unis] ; K. Moran [Canada] ; A. K. Mackillop [États-Unis]Permeability and consolidation characteristics from Hole 949B, northern Barbados Ridge
000960 M. Katagiri [Japon] ; G. Imai [Japon]Deformation characteristics of a saturated cohesive soil subjected to increase in pore pressure
000A16 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
000B32 M.-F. Chang [Singapour] ; P. W. MayneDetermination of OCR in clays by piezocone tests using cavity expansion and critical state concepts. Discussion and closure
000B33 M.-F. Chang [Singapour] ; P. W. WayneDetermination of OCR in clays by piezocone tests using cavity expansion and critical state concepts. Closure
000B54 A. J. Bond [Royaume-Uni] ; R. J. JardineEffects of installing displacement piles in a high OCR clay
000B57 P. W. MayneDetermination of OCR in clays by piezocone tests using gravity expansion and critical state concepts
000B79 Mladen VuceticNormalized behavior of offshore clay under uniform cycling loading
000B80 Mladen Vucetic ; Ricardo DobryDegradation of marine clays under cyclic loading
000B84 P. W. Mayne ; R. C. BachusProfiling OCR in clays by piezocone soundings
000B88 P. W. MayneDetermining preconsolidation stress and penetration pore pressures from DMT contact pressures

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