ON PLASTIC-DEFORMATION OF SOILS

[1] CONSEQUENCES OF DEVIATORIC NORMALITY IN PLASTICITY WITH ISOTROPIC STRAIN-HARDENING [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1982, 6 (03) : 383 - 390

[2] Baladi G., 1985, SOIL PLASTICITY THEO

[3] Chen W.F., 1975, LIMIT ANAL SOIL PLAS

[4] Dais J. L., 1970, International Journal of Solids and Structures, V6, P1315, DOI 10.1016/0020-7683(70)90105-8

[5] Dais J. L., 1970, International Journal of Solids and Structures, V6, P1185, DOI 10.1016/0020-7683(70)90055-7

[6] de Boer R., 1982, VEKTOR TENSORRECHNUN

[7] DEBOER R, 1986, Q APPL MATH, V44, P71

[8] DIMAGGIO FL, 1971, P AM SOC CIVIL ENG, P935

[9] DRESENKAMP HT, 1987, THESIS U ESSEN

[10] SOIL MECHANICS AND PLASTIC ANALYSIS OR LIMIT DESIGN [J]. QUARTERLY OF APPLIED MATHEMATICS, 1952, 10 (02) : 157 - 165

[1] CONSEQUENCES OF DEVIATORIC NORMALITY IN PLASTICITY WITH ISOTROPIC STRAIN-HARDENING [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1982, 6 (03) : 383 - 390

[2] Baladi G., 1985, SOIL PLASTICITY THEO

[3] Chen W.F., 1975, LIMIT ANAL SOIL PLAS

[4] Dais J. L., 1970, International Journal of Solids and Structures, V6, P1315, DOI 10.1016/0020-7683(70)90105-8

[5] Dais J. L., 1970, International Journal of Solids and Structures, V6, P1185, DOI 10.1016/0020-7683(70)90055-7

[6] de Boer R., 1982, VEKTOR TENSORRECHNUN

[7] DEBOER R, 1986, Q APPL MATH, V44, P71

[8] DIMAGGIO FL, 1971, P AM SOC CIVIL ENG, P935

[9] DRESENKAMP HT, 1987, THESIS U ESSEN

[10] SOIL MECHANICS AND PLASTIC ANALYSIS OR LIMIT DESIGN [J]. QUARTERLY OF APPLIED MATHEMATICS, 1952, 10 (02) : 157 - 165