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节理抗剪强度综合评价的试验研究
引用本文:杜时贵,胡晓飞,罗战友,梁晓丹,姜健.节理抗剪强度综合评价的试验研究[J].工程地质学报(英文版),2008,16(1):89-97.
作者姓名:杜时贵  胡晓飞  罗战友  梁晓丹  姜健
作者单位:1.浙江师范大学 金华 321004;
基金项目:国家自然科学基金(40672186),浙江省自然科学基金(Y50508),浙江省重大科技专项基金(2006C11128)
摘    要:选取不同吻合度自然节理试样,进行干燥状态和饱和状态的JRC-JCS模型和JRC-JMS模型试验研究。结果表明,在节理粗糙度系数的定向统计测量和尺寸效应分析,以及剪切过程衰减折减的基础上,运用JRC-JCS模型综合评价节理抗剪强度可靠性较好,考虑吻合度系数的JRC-JMC模型比JRC-JCS模型具更好的预测能力。

关 键 词:节理抗剪强度    综合评价    粗糙度系数(JRC)    试验研究
文章编号:1004-9665/2008/16(01)-0089-09
收稿时间:2006-10-27
修稿时间:2007-03-05

A COMPREHENSIVE EXPERIMENTAL EVALUATION OF ROCK JOINT SHEAR STRENGTH
DU Shigui,HU Xiaofei,LUO Zhanyou,LIANG Xiaodan,JIANG Jian.A COMPREHENSIVE EXPERIMENTAL EVALUATION OF ROCK JOINT SHEAR STRENGTH[J].Journal of Engineering Geology,2008,16(1):89-97.
Authors:DU Shigui  HU Xiaofei  LUO Zhanyou  LIANG Xiaodan  JIANG Jian
Institution:1.Zhejiang Normal University, Jinhua 321004;2.Zhejiang Industry Polytechnic College,Jinhua 321000;3.Jinhua College of Profession and Technology, Jinhua 321017;4.Zhejiang University of Science and Technology, Hangzhou 310012;5.College of Construction, Hangzhou 311231
Abstract:This paper presents a comprehensive experimental evaluation of rock joint shear strength.The test specimens are natural rock joints and have differential anastomotic degrees.The paper presents the tests for the JRC-JCS model and the JRC-JMS model in drying and saturated conditions.The test results show that the comprehensive evaluation of rock joint shear strength by the JRC-JCS model has a good reliability on the bases of the directional statistical measurement,the analysis of JRC scale effect,as well as the consideration of reduced JRC during shearing.The JRC-JMC model considering anastomotic degree can better predict the rock joint shear strength than the JRC-JCS model.
Keywords:Shear strength  Rock joints  Comprehensive evaluation  Joint roughness coefficient  JRC  Experiment  Rock mechanics
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