LIMIT ANALYSIS OF 2 AND 3 DIMENSIONAL SOIL MECHANICS PROBLEMS

[1] SOME IMPLICATIONS OF WORK HARDENING AND IDEAL PLASTICITY [J]. QUARTERLY OF APPLIED MATHEMATICS, 1950, 7 (04) : 411 - 418

[2] EXTENDED LIMIT DESIGN THEOREMS FOR CONTINUOUS MEDIA [J]. QUARTERLY OF APPLIED MATHEMATICS, 1952, 9 (04) : 381 - 389

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

[4] Hill R., 1950, MATH THEORY PLASTICI

[5] LEE EH, 1952, J APPL MECH, V19, pA97

[6] Terzaghi K., 1943, THEORETICAL SOIL MEC

[1] SOME IMPLICATIONS OF WORK HARDENING AND IDEAL PLASTICITY [J]. QUARTERLY OF APPLIED MATHEMATICS, 1950, 7 (04) : 411 - 418

[2] EXTENDED LIMIT DESIGN THEOREMS FOR CONTINUOUS MEDIA [J]. QUARTERLY OF APPLIED MATHEMATICS, 1952, 9 (04) : 381 - 389

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

[4] Hill R., 1950, MATH THEORY PLASTICI

[5] LEE EH, 1952, J APPL MECH, V19, pA97

[6] Terzaghi K., 1943, THEORETICAL SOIL MEC