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机构地区:[1]广州市市政工程安全质量监督站,广东广州510095 [2]同济大学土木工程与建筑学院,上海200092 [3]中国有色金属工业昆明勘察设计研究院,云南昆明650051
出 处:《华北水利水电学院学报》2007年第6期60-62,共3页North China Institute of Water Conservancy and Hydroelectric Power
摘 要:通过颗粒流程序模拟了岩石介质的均匀性对宏观力学特性的影响.结果表明:均匀度对岩石变形的非线性行为起到决定性的作用,降低均匀度,岩石变形的非线性行为明显增强,达到峰值应力后曲线出现弱化行为,残余强度的降低是渐进的;反之,变形的线性增强,变形后期出现显著的脆性和较低的残余强度特征.Because of the inhomogeneity, anisotropy and discontinuity, the mechanical property of rock masses are more complex than other materials. The stress-strain relation of rock have obvious non-linear feature ,which relates with the heterogeneity of rock. It is significant that the macro failure mechanics of rock are studied in the mesomechanical scale. The failure procedures of rock sample with different kinds of heterogeneity are simulated. The results show that the non-linear behavior of rock deformation and fracture pattern are more pronounced in heterogeneous cases than in homogeneous cases. With increasing the degree of rock heterogeneity, the initiate crack strength becomes lower and the plastic phase appears earlier.
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