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. Mayne | Determination of OCR in clays by piezocone tests using cavity expansion and critical state concepts. Discussion and closure |
000B33 | M.-F. Chang [Singapour] ; P. W. Wayne | Determination of OCR in clays by piezocone tests using cavity expansion and critical state concepts. Closure |
000B54 | A. J. Bond [Royaume-Uni] ; R. J. Jardine | Effects of installing displacement piles in a high OCR clay |
000B57 | P. W. Mayne | Determination of OCR in clays by piezocone tests using gravity expansion and critical state concepts |
000B79 | Mladen Vucetic | Normalized behavior of offshore clay under uniform cycling loading |
000B80 | Mladen Vucetic ; Ricardo Dobry | Degradation of marine clays under cyclic loading |
000B84 | P. W. Mayne ; R. C. Bachus | Profiling OCR in clays by piezocone soundings |
000B88 | P. W. Mayne | Determining preconsolidation stress and penetration pore pressures from DMT contact pressures |
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