SLIP MECHANISM-BASED CONSTITUTIVE MODEL FOR GRANULAR SOILS

[1] ARTHUR JRF, 1981, LABORATORY SHEAR STR, P516

[2] BATDORF SB, 1949, NACA TN1871

[3] MICROSTRUCTURAL VIEW OF MECHANICAL PROPERTIES OF SATURATED CLAY [J]. GEOTECHNIQUE, 1971, 21 (04): : 391 - +

[4] CHANG CS, 1985, 11TH P INT C SOIL ME, P419

[5] MODEL OF NONLINEARLY HARDENING MATERIALS FOR COMPLEX LOADING [J]. ACTA MECHANICA, 1975, 21 (03) : 173 - 192

[6] DESAI CS, 1987, CONSTITUTIVE LAWS EN, V2

[7] DESAI CS, 1987, CONSTITUTIVE LAWS EN, V1

[8] DESAI CS, 1987, P INT C TUCSON

[9] JENKINS JT, 1982, MECHANICS GRANULAR M

[10] Miura K., 1986, SOILS FOUND, V26, P36, DOI [10.3208/sandf1972.26.36, DOI 10.3208/SANDF1972.26.36]

[1] ARTHUR JRF, 1981, LABORATORY SHEAR STR, P516

[2] BATDORF SB, 1949, NACA TN1871

[3] MICROSTRUCTURAL VIEW OF MECHANICAL PROPERTIES OF SATURATED CLAY [J]. GEOTECHNIQUE, 1971, 21 (04): : 391 - +

[4] CHANG CS, 1985, 11TH P INT C SOIL ME, P419

[5] MODEL OF NONLINEARLY HARDENING MATERIALS FOR COMPLEX LOADING [J]. ACTA MECHANICA, 1975, 21 (03) : 173 - 192

[6] DESAI CS, 1987, CONSTITUTIVE LAWS EN, V2

[7] DESAI CS, 1987, CONSTITUTIVE LAWS EN, V1

[8] DESAI CS, 1987, P INT C TUCSON

[9] JENKINS JT, 1982, MECHANICS GRANULAR M

[10] Miura K., 1986, SOILS FOUND, V26, P36, DOI [10.3208/sandf1972.26.36, DOI 10.3208/SANDF1972.26.36]