FULLY DEVELOPED PLASTIC SHEAR FLOW OF GRANULAR MATERIALS

[1] BROWN EH, 1964, 11 P INT C APPL MECH, P183

[2] CAQUOT A, 1956, TRAITE MECANIQUE SOL, P192

[3] ANALYSIS OF PLASTIC FLOW OF ROCK UNDER A LUBRICATED PUNCH [J]. JOURNAL OF APPLIED MECHANICS, 1968, 35 (01): : 87 - &

[4] DAIS JL, 1967, NSFGK10136 BROWN U R

[5] Drucker D.C., 1959, J APPL MECH, V26, P101

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

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

[8] DRUCKER DC, 1954, J APPL MECH-T ASME, V21, P71

[9] DRUCKER DC, 1951, 1ST P US NAT C APPL, P487

[10] ERINGEN AC, 1962, NONLINEAR THEORY CON, P158

[1] BROWN EH, 1964, 11 P INT C APPL MECH, P183

[2] CAQUOT A, 1956, TRAITE MECANIQUE SOL, P192

[3] ANALYSIS OF PLASTIC FLOW OF ROCK UNDER A LUBRICATED PUNCH [J]. JOURNAL OF APPLIED MECHANICS, 1968, 35 (01): : 87 - &

[4] DAIS JL, 1967, NSFGK10136 BROWN U R

[5] Drucker D.C., 1959, J APPL MECH, V26, P101

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

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

[8] DRUCKER DC, 1954, J APPL MECH-T ASME, V21, P71

[9] DRUCKER DC, 1951, 1ST P US NAT C APPL, P487

[10] ERINGEN AC, 1962, NONLINEAR THEORY CON, P158