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用有效场方法 ,统计地考虑了非贯通节理裂隙之间的相互作用 ,导出了较适合于工程计算的非贯通节理岩体的损伤本构关系 .
With the effective field method, the interaction among the non-through-joint fractures is statistically considered, and the damage constitutive relations of the non-through-jointed rock mass more suitable for engineering calculation are derived.