Argile And NotJ. T. Germaine
List of bibliographic references
Number of relevant bibliographic references: 66.| Ident. | Authors (with country if any) | Title |
|---|---|---|
| 000028 | P. J. Vardanega [Royaume-Uni] ; M. D. Bolton [Royaume-Uni] | Stiffness of Clays and Silts: Normalizing Shear Modulus and Shear Strain |
| 000050 | Toshihiro Noda [Japon] ; BINBIN XU [Japon] ; Akira Asaoka [Japon] | Acceleration generation due to strain localization of saturated clay specimen based on dynamic soil-water coupled finite deformation analysis |
| 000069 | YANGPING YAO [République populaire de Chine] ; ZHIWEI GAO [République populaire de Chine] ; JIDONG ZHAO [République populaire de Chine] ; ZHENG WAN [République populaire de Chine] | Modified UH Model: Constitutive Modeling of Overconsolidated Clays Based on a Parabolic Hvorslev Envelope |
| 000084 | M. J. Brown [Royaume-Uni] ; J. J. M. Powell [Royaume-Uni] | Comparison of rapid load pile testing of driven and CFA piles installed in high OCR clay |
| 000120 | Naeem O. Abdulhadi [Jordanie] ; John T. Germaine [États-Unis] ; Andrew J. Whittle [États-Unis] | Experimental Study of Wellbore Instability in Clays |
| 000225 | B. Indraratna [Australie] ; M. Jayanathan [Australie] ; E. T. Brown [Australie] | Shear strength model for overconsolidated clay-infilled idealised rock joints |
| 000239 | Takayuki Kawaguchi [Japon] ; Hiroyuki Tanaka [Japon] | FORMULATION OF Gmax FROM RECONSTITUTED CLAYEY SOILS AND ITS APPLICATION TO Gmax MEASURED IN THE FIELD |
| 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 |
| 000265 | 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 |
| 000273 | Ozer Cinicioglu [Turquie] ; Dobroslav Znidarcic [États-Unis] ; Hon-Yim Ko [États-Unis] | New structure-based model for estimating undrained shear strength |
| 000281 | Marika Santagata [États-Unis] ; YEOUN IKE KANG [États-Unis] | Effects of geologic time on the initial stiffness of clays |
| 000330 | Hiroyuki Tanaka [Japon] ; Masanori Tanaka [Japon] | Main factors governing residual effective stress for cohesive soils sampled by tube sampling |
| 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 |
| 000407 | Marika Santagata [États-Unis] ; John T. Germaine [États-Unis] ; Charles C. Ladd [États-Unis] | Factors affecting the initial stiffness of cohesive soils |
| 000421 | Hiroyuki Tanaka [Japon] | Consolidation behavior of natural soils around pc value : Long term consolidation test- |
| 000431 | H. S. Yu [Royaume-Uni] ; M. T. Charles [Royaume-Uni] ; C. D. Khong [Royaume-Uni] | Analysis of pressuremeter geometry effects in clay using critical state models |
| 000494 | Mamoru Mimura [Japon] ; Woo Young Jang [Japon] | Description of time-dependent behavior of quasi-overconsolidated Osaka pleistocene clays using elasto-viscoplastic finite element analyses |
| 000532 | Dinesh R. Katti [États-Unis] ; JINGPENG TANG [États-Unis] ; S. Yazdani [États-Unis] | Undrained response of clays to varying strain rate |
| 000551 | D. J. Li [Japon] ; S. Shibuya [Japon] ; T. Mitachi [Japon] ; T. Kawaguchi [Japon] | Judging fabric bonding of natural sedimentary clay |
| 000559 | K. K. Phoon [Singapour] ; H. E. Low [Singapour] ; T. S. Tan [Singapour] | Estimation of overconsolidation ratio from piezocone test in Singapore marine clays |
| 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 |
| 000572 | Hiroyuki Tanaka ; Dinesh Raj Shiwakoti ; Masanori Tanaka | Applicability of SHANSEP method to six different natural clays, using triaxial and direct shear tests |
| 000587 | N. Sultan [France] ; P. Delage [France] ; Y. J. Cui [France] | Temperature effects on the volume change behaviour of Boom clay |
| 000606 | Pradeep U. Kurup [États-Unis] ; Nitin K. Dudani [États-Unis] | Neural networks for profiling stress history of clays from PCPT data |
| 000616 | S. G. Chung [Corée du Sud] ; P. H. Giao [Corée du Sud] ; G. J. Kim [Corée du Sud] ; S. Leroueil [Canada] | Geotechnical properties of Pusan clays |
| 000617 | 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 |
| 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 |
| 000660 | E. Alonso [Espagne] ; A. Lloret [Espagne] ; A. Gens [Espagne] ; M. Salvado [Espagne] | Overconsolidation effects on secondary compression rates |
| 000677 | Yoichi Watabe [Japon] ; Takashi Tsuchida [Japon] | Comparative study on undrained shear strength of Osaka bay Pleistocene clay determined by several kinds of laboratory test |
| 000678 | Hiroyuki Tanaka [Japon] ; Osamu Mishima [Japon] ; Masanori Tanaka [Japon] ; Sung-Zae Park [Corée du Sud] ; Gyeong-Hwan Jeong [Corée du Sud] ; Jacques Locat [Canada] | Characterization of Yangsan Clay, Pusan, Korea |
| 000706 | Jun-Gao Zhu [Hong Kong] ; Jian-Hua Yin [Hong Kong] | Strain-rate-dependent stress-strain behavior of overconsolidated Hong Kong marine clay |
| 000738 | S. Shibuya [Japon] ; T. Mitachi [Japon] ; SENG CHUL HWANG | Case studies of in-situ structure of natural sedimentary clays |
| 000783 | M. Katagiri [Japon] ; H. Itoh [Japon] ; K. Saitoh [Japon] | Effects of stress histories and cyclic number on cycle deformation characteristics of clays |
| 000792 | J. Chu [Singapour] ; V. Choa [Singapour] ; B. M. Win | Determination of undrained shear strength of clay by direct simple shear tests |
| 000794 | M.-F. Chang [Singapour] ; CEE ING TEH [Singapour] ; LAIFA CAO [Singapour] | Critical state strength parameters of saturated clays from the modified Cam clay model |
| 000836 | M. F. Chang [Slovaquie] ; V. Choa [Slovaquie] ; L. F. Cao [Singapour] ; A. Arulrajah [Singapour] | Evaluating the state of consolidation of clay at a reclaimed site |
| 000845 | M. Vucetic [États-Unis] ; G. Lanzo [Italie] ; M. Doroudian [États-Unis] | Damping at small strains in cyclic simple shear test |
| 000865 | J.-C. Robinet [France] ; A. Pasquiou [France] ; A. Jullien [France] ; N. Belanteur [France] ; F. Plas [France] | Expériences de laboratoire sur le comportement thermo-hydro-mécanique de matériaux argileux remaniés gonflants et non gonflants |
| 000866 | N. Belanteur [France] ; S. Tacherifet [France] ; M. Pakzad [France] | Etude des comportements mécanique, thermo-mécanique et hydro-mécanique des argiles gonflantes et non gonflantes fortement compactées |
| 000869 | T. Shogaki [Japon] ; H. Moro [Japon] | Undrained strength anisotropy of soils which have suffered geological stress histories |
| 000875 | N. Tanaka [Japon] ; J. Graham [Canada] ; T. Crilly [Canada] | Stress-strain behaviour of reconstituted illitic clay at different temperatures |
| 000876 | T. Noda [Japon] ; G. S. K. Fernando [Japon] ; A. Asaoka [Japon] | Strain localization in embankment foundations |
| 000879 | S. Rampello [Italie] ; G. M. B. Viggiani [Italie] ; A. Amorosi [Italie] | Small-strain stiffness of reconstituted clay compressed along constant triaxial effective stress ratio paths |
| 000883 | G. Lanzo [Italie] ; M. Vucetic [États-Unis] ; M. Doroudian [États-Unis] | Reduction of shear modulus at small strains in simple shear |
| 000889 | M. F. Chang [Singapour] ; V. Choa [Singapour] ; L. F. Cao [Singapour] ; B. Myint Win | Overconsolidation ratio of a seabed clay from in-situ tests |
| 000927 | G. Lefebvre [Canada] ; P. Pfendler | Strain rate and preshear effects in cyclic resistance of soft clay |
| 000960 | M. Katagiri [Japon] ; G. Imai [Japon] | Deformation characteristics of a saturated cohesive soil subjected to increase in pore pressure |
| 000968 | T. Shogaki [Japon] | A method for correcting consolidation parameters for sample disturbance using volumetric strain |
| 000971 | Modélisation du comportement thermomécanique des argiles saturées: Application au stockage des déchets radioactifs | |
| 000972 | Etude expérimentale du comportement dilatant des argiles surconsolidées | |
| 000988 | A. J. Bond ; R. J. Jardine | Sgaft capacity of displacement piles in a high OCR clay |
| 000A02 | T. Tamano ; H. Tsuboi ; K. Haneda ; K. Harada ; S. Fukii | Numerical analysis of deep excavation |
| 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 |
| 000A51 | P. W. Mayne [États-Unis] ; B. S. Y. Chen | Preliminary calibration of PCT-OCR model for clays |
| 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 |
| 000B41 | Mladen Vucetic ; Ricardo Dobry | Effect of soil plasticity on cyclic response |
| 000B57 | P. W. Mayne | Determination of OCR in clays by piezocone tests using gravity expansion and critical state concepts |
| 000B65 | Amr S. Azzouz ; Mohsen M. Baligh ; Andrew J. Whittle | Shaft resistance of piles in clay |
| 000B79 | Mladen Vucetic | Normalized behavior of offshore clay under uniform cycling loading |
| 000B80 | Mladen Vucetic ; Ricardo Dobry | Degradation of marine clays under cyclic loading |
| 000B81 | Paul W. Mayne | Determining OCR in clays from laboratory strength |
| 000B84 | P. W. Mayne ; R. C. Bachus | Profiling OCR in clays by piezocone soundings |
| 000B86 | P. W. Mayne | Determining OCR in clays from laboratory strength |
| 000B88 | P. W. Mayne | Determining preconsolidation stress and penetration pore pressures from DMT contact pressures |
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