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非贯通节理岩体的有效场和损伤本构关系
Effective field and damage constitutive relation of non-across jointed rock mass
【摘要】 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 .
【Abstract】 By the effective field method, this paper considers statistically interaction among non across jointed cracks and establishes the damage constitutive relation of non accoss jointed rock mass. The result is suitable to resolve the practical problems of projects.
【关键词】 有效场;
非贯通节理岩体;
损伤本构;
【Key words】 effective field; non across jointed rock mass; damage constitutive;
【Key words】 effective field; non across jointed rock mass; damage constitutive;
- 【文献出处】 武汉水利电力大学学报 ,JOURNAL OF WUHAN UNIVERSITY OF HYDRAULIC AND ELECTRIC ENGINEERING , 编辑部邮箱 ,2000年03期
- 【分类号】TU452
- 【被引频次】9
- 【下载频次】211