Development of a new calibration chamber for conducting cone penetration tests in unsaturated soils
暂无分享,去创建一个
[1] Nasser Khalili,et al. A three-phase model for unsaturated soils , 2000 .
[2] An-Bin Huang,et al. A CALIBRATION CHAMBER FOR COHESIVE SOILS , 1988 .
[3] Nasser Khalili,et al. A unified bounding surface plasticity model for unsaturated soils , 2006 .
[4] R. D. Hryciw,et al. CONE PENETRATION OF PARTIALLY SATURATED SANDS , 1987 .
[5] T Lunne,et al. BOUNDARY EFFECTS IN THE LABORATORY CALIBRATION OF A CONE PENETROMETER FOR SAND , 1982 .
[6] Raffaella Santagiuliana,et al. Enhancing the Bolzon–Schrefler–Zienkiewicz Constitutive Model for Partially Saturated Soil , 2006 .
[7] Martin Fahey,et al. Seasonal dependence of in-situ test parameters in sand above the water table , 2004 .
[8] N S Rad,et al. FACTORS AFFECTING SAND SPECIMEN PREPARATION BY RAINING , 1987 .
[9] A. Gens,et al. An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour , 2003 .
[10] O. C. Zienkiewicz,et al. Elastoplastic soil constitutive laws generalized to partially saturated states , 1996 .
[11] J.-M. Konrad,et al. Undrained shear strength from piezocone tests , 1987 .
[12] John H. Schmertmann,et al. GUIDELINES FOR CONE PENETRATION TEST. (PERFORMANCE AND DESIGN) , 1978 .
[13] Nasser Khalili,et al. An effective stress elastic–plastic model for unsaturated porous media , 2002 .
[14] Moust Jacobsen. On Pluvial Compaction of Sand , 1976 .
[15] Tsuyoshi Miyazaki,et al. THEORETICAL ASPECTS OF CONSTITUTIVE MODELLING FOR UNSATURATED SOILS , 1993 .
[16] Nasser Khalili,et al. A fully coupled flow deformation model for cyclic analysis of unsaturated soils including hydraulic and mechanical hystereses , 2008 .
[17] N. Khalili,et al. Linking cone penetration resistances measured in calibration chambers and the field , 2012 .
[18] W F Anderson,et al. A CLAY CALIBRATION CHAMBER FOR TESTING FIELD DEVICES , 1991 .
[19] Simon J. Wheeler,et al. An elasto-plastic critical state framework for unsaturated soil , 1995 .
[20] N. Khalili,et al. On the problem of cavity expansion in unsaturated soils , 2006 .
[21] James K. Mitchell,et al. Strength of Fine-Grained Soils Using the Piezocone , 1986 .
[22] S. Timoshenko,et al. Mechanics of Materials, 3rd Ed. , 1991 .
[23] Antonio Gens,et al. A constitutive model for partially saturated soils , 1990 .
[24] B P Sweeney,et al. Design of a Large Calibration Chamber , 1990 .
[25] A. Gens,et al. A constitutive model for unsaturated soils: thermomechanical and computational aspects , 2004 .
[26] Nasser Khalili,et al. Effective Stress in Unsaturated Soils: Review with New Evidence , 2004 .
[27] Simon J. Wheeler,et al. Coupling of hydraulic hysteresis and stress–strain behaviour in unsaturated soils , 2003 .
[28] Peter K. Robertson,et al. Interpretation of cone penetration tests. Part I: Sand , 1983 .
[29] G T Houlsby,et al. CALIBRATION CHAMBER TESTS OF A CONE PENETROMETER IN SAND. DISCUSSION , 1988 .
[30] P. Knodel,et al. Maximum Dry Density of Cohesionless Soils by Pluviation and by ASTM D 4253-83: A Comparative Study , 1992 .