首页 | 本学科首页   官方微博 | 高级检索  
     检索      

三峡库区岩体天然结构面抗剪性能试验研究
引用本文:李克钢,许江,李树春.三峡库区岩体天然结构面抗剪性能试验研究[J].岩土力学,2005,26(7):1063-1067.
作者姓名:李克钢  许江  李树春
作者单位:重庆大学,西南资源开发及环境灾害控制工程教育部重点实验室,重庆,400044
基金项目:教育部优秀青年教师资助计划,重庆市院士基金资助项目(No.6592),重庆市应用基础基金资助项目。
摘    要:采用自制的试验装置对取自三峡库区的含天然结构面的岩块试件进行压剪试验,通过对4组试件进行不同正压力及不同含水量(天然状态与饱水状态)下的剪切试验,绘制出其相应的变形和强度曲线,并对这几组曲线进行了对比分析。试验结果表明:岩块中结构面的抗剪强度不仅与岩块所受法向应力的大小有关,而且与岩块含水量的大小有关,即结构面抗剪强度的大小随着法向应力的增大而增大,又随着含水量的增大而减小;最后,运用最小二乘法对该结构面的抗剪参数进行了求解,且与推荐值进行了比较,对比发现二者基本吻合,说明该试验装置与试验方法在实际工程应用中是可行、有效的。

关 键 词:结构面  抗剪强度  抗剪参数  剪切试验
文章编号:1000-7598-(2005)07-1063-05
收稿时间:2004-01-16
修稿时间:2004年1月16日

Study on property of rock mass discontinuity shear strength in Three Gorges reservoir area
LI Ke-gang,XU Jiang,LI Shu-chun.Study on property of rock mass discontinuity shear strength in Three Gorges reservoir area[J].Rock and Soil Mechanics,2005,26(7):1063-1067.
Authors:LI Ke-gang  XU Jiang  LI Shu-chun
Institution:Key Laboratory for Exploitation of Southwestern Resources & Environmental Disaster Control Engineering, Ministry of Education, Chongqing University, Chongqing 400044, China
Abstract:By using homemade shear equipment,the shear tests of rock mass which has natural discontinuities from the Three Gorges reservoir area are carried out under different states; the deformation and intensity curves of different models are drawn. After analyzing the experimental data we conclude that the shear strength of discontinuity is relevant not only to positive stress but also to water content of the discontinuity of the rock mass; that is,the shear strength rise with the rise of the positive stress and decrease with the rise of water content. Finally,we compare the shear strength parameters which with the theoretical data,and find the two groups of data are consistent. The paper also proves the experimental device and method are feasible and valid in engineering application.
Keywords:discontinuity  shear-strength  shear parameter  shear test
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号