A CONCEPT OF CORRECTION FUNCTIONS TO ACCOUNT FOR NON-ASSOCIATIVE CHARACTERISTICS OF GEOLOGIC MEDIA

[1] RATE-TYPE CONSTITUTIVE MODEL FOR SOIL WITH A CRITICAL STATE [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1978, 2 (03) : 255 - 282

[2] DESAI C, 1974, P INT C COMPUTATIONA

[3] DESAI CS, 1977, NUMERICAL METHODS GE, pCH2

[4] DESAI CS, 1979, 3RD P INT C NUM METH

[5] DiMaggio FL., 1971, J ENG MECH, V97, P935

[6] Drucker D C., 1957, T AM SOC CIV ENG, V122, P338, DOI [10.1061/TACEAT.0007430, DOI 10.1061/TACEAT.0007430]

[7] HILL R, 1950, MATH THEORY PLASTICI

[8] JAIN SK, 1979, THESIS VIRGINIA POLY

[9] OLSON RE, 1969, THESIS N CAROLINA ST

[10] ROSCOE KH, 1968, ENGINEERING PLASTICI

[1] RATE-TYPE CONSTITUTIVE MODEL FOR SOIL WITH A CRITICAL STATE [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1978, 2 (03) : 255 - 282

[2] DESAI C, 1974, P INT C COMPUTATIONA

[3] DESAI CS, 1977, NUMERICAL METHODS GE, pCH2

[4] DESAI CS, 1979, 3RD P INT C NUM METH

[5] DiMaggio FL., 1971, J ENG MECH, V97, P935

[6] Drucker D C., 1957, T AM SOC CIV ENG, V122, P338, DOI [10.1061/TACEAT.0007430, DOI 10.1061/TACEAT.0007430]

[7] HILL R, 1950, MATH THEORY PLASTICI

[8] JAIN SK, 1979, THESIS VIRGINIA POLY

[9] OLSON RE, 1969, THESIS N CAROLINA ST

[10] ROSCOE KH, 1968, ENGINEERING PLASTICI