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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].力学学报,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:浙江师范大学 金华 321004; 浙江工业职业技术学院 金华 321000; 金华职业技术学院 金华 321017; 浙江科技学院 杭州310032; 浙江建设职业技术学院 杭州 311231
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
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].chinese journal of theoretical and applied mechanics,2008,16(1):89-97.
Authors:DU Shigui  HU Xiaofei  LUO Zhanyou  LIANG Xiaodan  JIANG Jian
Institution:Zhejiang Normal University, Jinhua 321004; Zhejiang Industry Polytechnic College,Jinhua 321000; Jinhua College of Profession and Technology, Jinhua 321017; Zhejiang University of Science and Technology, Hangzhou 310012; 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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