节点文献

岩体不连续面的几何特性与剪切强度的关系

Relation of Surfaces Roughness and Shear Strength of Rock Joints

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 杜守继孙钧江崎哲郎蒋宇静

【Author】 Du shouji; Sun Jun(Department of Geotechnical Engineering, Tongji Unversity, Shanghai,200092)Tetsuro Esaki; Jiang Yujing(Institute of Environmental Systems, Faculty of Engineering, Kyushu University, Fukuoka, 812 - 81 )

【机构】 同济大学地下建筑与工程系!上海200092九州大学工学部环境系统工程研究中心!福冈812-81

【摘要】 利用新开发设计的三维非接触式激光表面形状测定仪,在精确测定岩体不连续面的表面形状的基础上,建立了新的岩体不连续面的分形几何模型,模型中的两个分形参数定量表述了岩体不连续面表面形状的几何特性(一级倾斜度和高级次起伏度),并进一步提出了由这两个分形参数组合得出的代表岩体不连续面表面粗糙特性的平均粗糙角U的概念和计算方法.最后,结合岩体不连续的剪切强度实验,建立了剪切强度与分形参数以及平均粗糙角U间的定量关系.

【Abstract】 In the study, based on the measurement of the forture surfaces with the newly developed three dimensional laser scarining instminent, a new fractal geomeny medel of rough fracture sudsces of rocks is developed and analyzed according to ti1e vdriogram method. The two geometric propenies of rock fracture sudries (the basic slope and high grading wnviness) cai1 be descrihed quantitatively by the two fractal parameters (amplitude B and fractal dimension D)of the model, respectively. Furthermore, the concephon and calculahonal method of avmp roughness angle U(h) are put forward which represent the roughness properly of rock discontinuous surfaces. The shear tests on mek discontinuous surfaces show a combined effect of the fractal paramters (avemp roughness angle U(h) ) on the shear mechnical properties. The quantitative relation of the shear strength and the fractal pmters (or aveop roughness angle U(h)) is obtained based on the shear tests by using the new fractal medel.

  • 【文献出处】 同济大学学报(自然科学版) ,JOURNAL OF TONGJI UNIVERSITY , 编辑部邮箱 ,1999年04期
  • 【分类号】TU47
  • 【被引频次】18
  • 【下载频次】311
节点文献中: 

本文链接的文献网络图示:

本文的引文网络