论文信息 - A hypoplastic model for barotropy and pyknotropy of granular soils - 字舞流文

A hypoplastic model for barotropy and pyknotropy of granular soils

Wei Wu | E. Bauer | D. Kolymbas

[1] F. Molenkamp,et al. Application of non‐linear elastic model , 1992 .

[2] Dimitrios Kolymbas,et al. An outline of hypoplasticity , 1991, Archive of Applied Mechanics.

[3] Wei Wu,et al. Localized bifurcation in hypoplasticity , 1991 .

[4] Dimitrios Kolymbas,et al. Numerical testing of the stability criterion for hypoplastic constitutive equations , 1990 .

[5] Dimitrios Kolymbas,et al. Recent results of triaxial tests with granular materials , 1990 .

[6] Fumio Tatsuoka,et al. Effects of Initial Anisotropic Fabric and σ2 On Strength and Deformation Characteristics of Sand , 1988 .

[7] Ricardo Dobry,et al. Undrained Monotonic and Cyclic Triaxial Strength of Sand , 1986 .

[8] M. Bolton. THE STRENGTH AND DILATANCY OF SANDS , 1986 .

[9] Ken Been,et al. A STATE PARAMETER FOR SANDS , 1985 .

[10] Fumio Tatsuoka,et al. Some Factors Affecting K0-Values of Sand Measured in Triaxial Cell , 1984 .

[11] Poul V. Lade,et al. Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces , 1977 .

[12] M. Goldscheider. Grenzbedingung und fliessregel von sand , 1976 .

[13] Kenneth L. Lee,et al. Drained Strength Characteristics of Sands , 1967 .

[14] P. W. Rowe. The stress-dilatancy relation for static equilibrium of an assembly of particles in contact , 1962, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.