Undrained Shear Behavior of Cement Admixed Clay at High Water Content
暂无分享,去创建一个
[1] C P Wroth,et al. THE CORRELATION OF STRAINS WITHIN A FAMILY OF TRIAXIAL TESTS ON OVERCONSOLIDATED SAMPLES OF KAOLIN , 1967 .
[2] T. S. Nagaraj,et al. REVISED CAM-CLAY MODEL , 1991 .
[3] K. H. Roscoe,et al. A Theoretical and Experimental Study of Strains in Triaxial Compression Tests on Normally Consolidated Clays , 1963 .
[4] Horpibulsuk Suksun. Analysis and assessment of engineering behavior of cement stabilized clays , 2001 .
[5] B. R. Srinivasa Murthy,et al. Can Cam‐Clay Model Be Generalized? , 1988 .
[6] A. Schofield,et al. Yielding of Clays in States Wetter than Critical , 1963 .
[7] Norihiko Miura,et al. Soft Clay Behaviour Analysis and Assessment , 2001 .
[8] N. S. Rad,et al. CEMENTED SANDS UNDER STATIC LOADING , 1981 .
[9] A. S. Balasubramaniam,et al. STRESS-STRAIN BEHAVIOUR OF A SATURATED CLAY FOR STATES BELOW THE STATE BOUNDARY SURFACE , 1975 .
[10] Suksun Horpibulsuk,et al. ENGINEERING BEHAVIOR OF CEMENT STABILIZED CLAY AT HIGH WATER CONTENT , 2001 .
[11] R. H. G. Parry,et al. Observations on laboratory prepared, lightly overconsolidated specimens of kaolin , 1974 .
[12] J. H. Atkinson,et al. Effect of recent stress history on the stiffness of overconsolidated soil , 1990 .
[13] D. D. Overton,et al. Cementation Effects in Frictional Materials , 1989 .
[14] M. Pender. A MODEL FOR THE BEHAVIOUR OF OVERCONSOLIDATED SOIL , 1978 .
[15] R. C. Joshi,et al. Discussion: Change in pore size distribution due to consolidation of clays , 1990 .
[16] K. Roscoe,et al. ON THE GENERALIZED STRESS-STRAIN BEHAVIOUR OF WET CLAY , 1968 .
[17] Toshiyuki Mitachi,et al. THE INFLUENCE OF STRESS HISTORY AND STRESS SYSTEM ON THE STRESS-STRAIN-STRENGTH PROPERTIES OF SATURATED CLAY , 1979 .
[18] Paul W. Mayne,et al. The Critical-State Pore Pressure Parameter from Consolidated-Undrained Shear Tests , 1981 .
[19] R. C. Joshi,et al. Change in pore size distribution due to consolidation of clays , 1989 .
[20] Suksun Horpibulsuk,et al. Assessment of strength development in cement-admixed high water content clays with Abrams' law as a basis , 2003 .
[21] A. Schofield,et al. On The Yielding of Soils , 1958 .
[22] Kiyonobu Kasama,et al. ON THE STRESS-STRAIN BEHAVIOUR OF LIGHTLY CEMENTED CLAY BASED ON AN EXTENDED CRITICAL STATE CONCEPT , 2000 .
[23] Yudhbir,et al. Undrained Behaviour of Overconsolidated Saturated Clays during Shear , 1974 .