Single hardening constitutive model for frictional materials III. Comparisons with experimental data
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[1] Moon Kyum Kim,et al. Single hardening constitutive model for frictional materials II. Yield critirion and plastic work contours , 1988 .
[2] Alfred Joseph Hendron. The behavior of sand in one-dimensional compression , 1963 .
[3] S. Pietruszczak,et al. ON YIELDING AND FLOW OF SAND; A GENERALIZED TWO-SURFACE MODEL , 1985 .
[4] Poul V. Lade,et al. Modelling rock strength in three dimensions , 1984 .
[5] P. Lade,et al. SINGLE HARDENING CONSTITUTIVE MODEL FOR FUNCTIONAL MATERIALS. 1: PLASTIC POTENTIAL FUNCTION , 1988 .
[6] K. Roscoe,et al. ON THE GENERALIZED STRESS-STRAIN BEHAVIOUR OF WET CLAY , 1968 .
[7] Poul V. Lade,et al. Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces , 1977 .
[8] F. Dimaggio,et al. MATERIAL MODEL FOR GRANULAR SOILS , 1971 .
[9] O. C. Zienkiewicz,et al. An anisotropic, critical state model for soils subject to cyclic loading , 1981 .
[10] A. Bishop,et al. Measurement of Soil Properties in the Triaxial Test , 1976 .
[11] J. M. Duncan,et al. Nonlinear Analysis of Stress and Strain in Soils , 1970 .
[12] H. Ko,et al. Constitutive Relations of Randomly Oriented Steel Fiber Reinforced Concrete under Multiaxial Compressive Loadings , 1981 .
[13] Poul V. Lade,et al. Three-Parameter Failure Criterion for Concrete , 1982 .
[14] Kenneth L. Lee,et al. Drained Strength Characteristics of Sands , 1967 .
[15] S. Somasundaram,et al. Constitutive Model for Nonassociative Behavior , 1986 .
[16] D. C. Drucker,et al. Soil Mechanics and Work-Hardening Theories of Plasticity , 1955 .
[17] Jean H. Prevost,et al. PLASTICITY THEORY FOR SOIL STRESS-STRAIN BEHAVIOR , 1978 .
[18] Kurt H. Gerstle,et al. Behavior of Concrete Under Biaxial Stresses , 1969 .
[19] Elmer W. Brooker,et al. Earth Pressures at Rest Related to Stress History , 1965 .
[20] Richard B. Nelson,et al. Modelling the elastic behaviour of granular materials , 1987 .