Long-term consolidation behavior interpreted with isotache concept for worldwide clays
暂无分享,去创建一个
[1] Piotr Perzyna,et al. The constitutive equations for rate sensitive plastic materials , 1963 .
[2] L. Anand. Constitutive Equations for Rate-Independent, Isotropic, Elastic-Plastic Solids Exhibiting Pressure-Sensitive Yielding and Plastic Dilatancy , 1980 .
[3] Serge Leroueil,et al. Stress–strain–strain rate relation for the compressibility of sensitive natural clays , 1985 .
[4] G Mesri,et al. THE UNIQUENESS OF THE END-OF-PRIMARY (EOP) VOID RATIO-EFFECTIVE STRESS RELATIONSHIP. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985 , 1985 .
[5] Gholamreza Mesri,et al. Cα/Cc Concept and K0 During Secondary Compression , 1987 .
[6] Serge Leroueil,et al. STUDY OF THE VALIDITY OF A συ'-ευ-ευ MODEL IN IN SITU CONDITIONS , 1988 .
[7] Hideo Hanzawa,et al. EVALUATION OF ENGINEERING PROPERTIES FOR AN ARIAKE CLAY , 1990 .
[8] Jian-Hua Yin,et al. Modelling unanticipated pore-water pressures in soft clays , 1994 .
[9] Mamoru Mimura,et al. Modeling Aspects Associated with Time Dependent Behavior of Soils , 1996 .
[10] Sean D. Hinchberger,et al. Modelling the rate-sensitive characteristics of the Gloucester foundation soil , 1998 .
[11] R. Kerry Rowe,et al. The significance of rate effects in modelling the Sackville test embankment , 1998 .
[12] S. Leroueil,et al. Modeling the viscoplastic behaviour of clays during consolidation: application to Berthierville clay in both laboratory and field conditions , 2001 .
[13] Yoichi Watabe,et al. Undrained Shear Strength of Pleistocene Clay in Osaka Bay , 2002 .
[14] Hiroyuki Tanaka,et al. Quality of samples retrieved from great depth and its influence on consolidation properties , 2002 .
[15] Evert J. D. E. N. Haan,et al. OBTAINING ISOTACHE PARAMETERS FROM A C.R.S. Ko-OEDOMETER , 2003 .
[16] Pte Ltd. EVALUATION OF ENGINEERING BENEFITS OF RJSEAL , 2006 .
[17] STRAIN RATE DEPENDENCY OF COHESIVE SOILS IN CONSOLIDATION SETTLEMENT , 2006 .
[19] T. Furudoi. THE SECOND PHASE CONSTRUCTION OF KANSAI INTERNATIONAL AIRPORT CONSIDERING THE LARGE AND LONG-TERM SETTLEMENT OF THE CLAY DEPOSITS , 2010 .
[20] S. Leroueil. The isotache approach. Where are we 50 years after its development by Professor Šuklje? (2006 Prof. Šuklje’s Memorial Lecture) , 2010 .
[21] K. Y. Lo,et al. Evaluation of the viscous behaviour of clay using generalised overstress viscoplastic theory , 2010 .
[22] Yoichi Watabe,et al. Site-Investigation and Geotechnical Design of D-Runway Construction in Tokyo Haneda Airport , 2011 .
[23] Steinar Nordal,et al. Use and misuse of the isotache concept with respect to creep hypotheses A and B , 2011 .