Abstract：The physical essence and the rule of strength-anisotropy under plane strain condition for granular meterials are studied in this paper. A theoretical expression has been derived from the fundamental limit equilibrium condition on the basis of Mohr-Culomb failure criterion. Moreover, two kinds of pratical expressions describing the rule by appearances have been suggested. The test date are well conformed with these expressions.
引用本文:
陈越；. 粒状材料强度异向性的物理实质和数学表现形式[J]. 岩土工程学报, 1992, 14(1): 1-13.
Chen Yue. Physical Essence and Mathematical Expressions of Strength-anisotropy for Granular Materials. Chinese J. Geot. Eng., 1992, 14(1): 1-13.
