Coupled theory of mixtures for clayey soils

[1]  M. Biot THEORY OF ELASTICITY AND CONSOLIDATION FOR A POROUS ANISOTROPIC SOLID , 1955 .

[2]  M. De Handbuch der Physik , 1957 .

[3]  C. Truesdell,et al.  The Classical Field Theories , 1960 .

[4]  John D. Ingram,et al.  A Continuum theory of chemically reacting media—I , 1965 .

[5]  P. M. Naghdi,et al.  A Dynamical theory of interacting continua , 1965 .

[6]  A. S. Vesić Expansion of Cavities in Infinite Soil Mass , 1972 .

[7]  J. Z. Zhu,et al.  The finite element method , 1977 .

[8]  J. Dienes On the analysis of rotation and stress rate in deforming bodies , 1979 .

[9]  J. Prévost Mechanics of continuous porous media , 1980 .

[10]  H. Saunders,et al.  Finite element procedures in engineering analysis , 1982 .

[11]  J. Prévost Nonlinear transient phenomena in saturated porous media , 1982 .

[12]  Jean H. Prevost,et al.  Implicit-explicit schemes for nonlinear consolidation , 1983 .

[13]  Y. F. Dafalias,et al.  Corotational Rates for Kinematic Hardening at Large Plastic Deformations , 1983 .

[14]  George Z. Voyiadjis,et al.  Lagrangean Continuum Theory for Saturated Porous Media , 1985 .

[15]  M. M. Baligh,et al.  CONSOLIDATION AFTER UNDRAINED PIEZOCONE PENETRATION. I: PREDICTION , 1986 .

[16]  R. Gupta,et al.  PIEZOPROBE DETERMINED COEFFICIENT OF CONSOLIDATION , 1986 .

[17]  George Z. Voyiadjis,et al.  A large strain theory and its application in the analysis of the cone penetration mechanism , 1988 .

[18]  G. Voyiadjis,et al.  Eulerian constitutive model for finite deformation plasticity with anisotropic hardening , 1989 .

[19]  P. Kurup,et al.  Preparation of Large-Size Cohesive Specimens for Calibration Chamber Testing , 1993 .

[20]  Derek Elsworth,et al.  Analysis of piezocone dissipation data using dislocation methods , 1993 .

[21]  P. Kurup,et al.  CALIBRATION CHAMBER STUDIES OF PIEZOCONE TEST IN COHESIVE SOILS. DISCUSSION AND CLOSURE , 1995 .