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岩体结构面不同剪切方向的抗剪强度模拟试验研究
引用本文:刘克辉,陆文,田加亨,李强.岩体结构面不同剪切方向的抗剪强度模拟试验研究[J].矿业研究与开发,2009(2):5-7.
作者姓名:刘克辉  陆文  田加亨  李强
作者单位:重庆科技学院安全工程学院;西南科技大学环境与资源学院;四川省地质矿产勘查开发局九○九水文地质工程地质队;重庆科技学院管理学院;
摘    要:用混凝土模具模拟具有方向性的岩石节理面,并在剪切仪上沿不同方向进行剪切试验,测得一系列数据,通过回归分析,建立了节理面抗剪强度与剪切方向角之间的经验公式,总结出了具有方向性的岩石节理面抗剪强度随剪切方向角的变化规律。

关 键 词:岩体结构面  抗剪强度  剪切方向  模拟试验

Study on Shear Strengths of Rock Structure Planes in Different Shearing Direction by Simulation Experiment
Liu Kehui,Lu Wen,Tian Jiaheng and Li Qiang.Study on Shear Strengths of Rock Structure Planes in Different Shearing Direction by Simulation Experiment[J].Mining Research and Development,2009(2):5-7.
Authors:Liu Kehui  Lu Wen  Tian Jiaheng and Li Qiang
Affiliation:1.School of Safety Engineering;Chongqing University of Science and Technology;Chongqing;400000;China;2.School of Resource and Environment;Southwest University of Science Technology;Mianyang;Sichuan 621010;3.909 Geological Team;Sichuan Bureau of Geology and Mineral Resources;Jiangyou;Sichuan 621701;4.Management College;Chongqing University of Science & Technology;Chongqing 401331;China
Abstract:In order to simulate simulate rock structure planes with directional characteristic,some concrete specimen were made.The shearing experiments along different direction were made on the concrete models,and a series of data was obtained.By regression analysis of the experimental data,an empirical formula experiential that related shear strength of joint plane to shear direction was set up,and then the changing law of shear strength of rock joint plane with shearing direction was concluded.
Keywords:Rock structure plane  Shear strength  Shear direction  Simulation experiment  
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