裂隙岩石拉伸断裂破坏理论分析试探  

Failure analysis of cracked rock specimen under tension

作　　者：任利[1] 谢和平[1,2] 朱哲明[1] 李碧勇[1] 艾婷[2] 

机构地区：[1]四川大学建筑与环境学院,四川成都610065 [2]四川大学水利水电学院,四川成都610065

出　　处：《煤炭学报》2012年第1期21-27,共7页Journal of China Coal Society

基　　金：国家重点基础研究发展计划(973)资助项目(2011CB201201;2010CB226802);国家自然科学基金资助项目(51074109)

摘　　要：利用边界配置法对最大周向应力理论、有效应力理论进行了修正,建立了实验室尺度下拉剪裂纹的两种破坏准则,并通过相应的破坏准则建立起了岩石单轴拉伸强度与断裂韧度之间的关系,给出了量化裂隙岩石试件抗拉强度的无量纲量,分析了裂纹倾角、裂纹长度对裂纹尖端开裂角及裂隙岩石试件的抗拉断能力的影响。结果表明,开裂角以及裂隙岩石的抗拉断裂能力(抗拉强度)均随裂纹倾角的增大而增大;对于具有宏观裂隙的试件,开裂角及抗拉断能力随裂隙长度的增加而递减;试件的尺度对裂隙岩石的强度影响不容忽视。The maximum circumferential stress theory and the effective stress theory were improved based on the boundary collocation method,and then two kinds of failure criterion in the laboratory-scale were established.Moreover,the relationships between rock uniaxial tensile strength and fracture toughness were also developed through the corresponding criteria.Finally,the dimensionless variable which could quantify the uniaxial tensile strength was proposed;meanwhile the influences of crack inclination and crack length on the initial failure angle and the tensile strength of cracked rock mass were analyzed.The results show that both the initial failure angle and the tensile strength increase with the increase of crack inclination,and for specimens containing macroscopic cracks,both the initial failure angle and the tensile strength decrease as the crack length increases which indicates that the specimen scale has a great impact on rock fracture strength.

关 键 词：裂隙岩石 断裂准则 应力强度因子 实验室尺度 复变函数 边界配置法 

分 类 号：TD313[矿业工程—矿井建设]