ANALYSIS OF PLASTIC FLOW OF ROCK UNDER A LUBRICATED PUNCH

[1] HANDIN J, 1957, B AM ASSOC PETROL GE, V41

[2] HILDEBRAND FB, 1952, METHODS APPLIED MATH

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

[4] Jaeger J., 1956, ELASTICITY FRACTURE

[5] Prager W., 1951, THEORY PERFECTLY PLA

[6] Concerning the penetrability (hardness) of plastic building materis and the toughness of sections [J]. ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK, 1921, 1 : 15 - 20

[7] MIXED BOUNDARY VALUE PROBLEMS IN SOIL MECHANICS [J]. QUARTERLY OF APPLIED MATHEMATICS, 1953, 11 (01) : 61 - 75

[8] [No title captured]

[1] HANDIN J, 1957, B AM ASSOC PETROL GE, V41

[2] HILDEBRAND FB, 1952, METHODS APPLIED MATH

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

[4] Jaeger J., 1956, ELASTICITY FRACTURE

[5] Prager W., 1951, THEORY PERFECTLY PLA

[6] Concerning the penetrability (hardness) of plastic building materis and the toughness of sections [J]. ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK, 1921, 1 : 15 - 20

[7] MIXED BOUNDARY VALUE PROBLEMS IN SOIL MECHANICS [J]. QUARTERLY OF APPLIED MATHEMATICS, 1953, 11 (01) : 61 - 75

[8] [No title captured]