The Mechanical. Behaviors and Analog Analytical Method of Joints and Weak Intercalations in Rock Mass

Ge   Xiu-run

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The Mechanical. Behaviors and Analog Analytical Method of Joints and Weak Intercalations in Rock Mass

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- The Mechanical. Behaviors and Analog Analytical Method of Joints and Weak Intercalations in Rock Mass
- Vol. 1, Issue 1, (1979)
- 作者机构：
  
  中国科学院武汉岩体土力学研究所
- 作者简介：
- 基金信息：
- DOI：
  CLC：
- Online First：21 November 2016，
  
  Published：1979
- 稿件说明：
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Ge Xiu-run. The Mechanical. Behaviors and Analog Analytical Method of Joints and Weak Intercalations in Rock Mass[J]. 1979, 1(1).
DOI：

Ge Xiu-run. The Mechanical. Behaviors and Analog Analytical Method of Joints and Weak Intercalations in Rock Mass[J]. 1979, 1(1). DOI：

摘要

岩体中的软弱结构面、特别是软弱夹层和软弱的节理面以及基岩和建筑物的结合面或称界面(以下对这些面简称为弱面)对于水工建筑物的抗滑稳定

天然或人工岩石边坡和地下洞库的稳定性常常起控制作用.

Abstract

In this paper

the mechanical behaviors of rock joints and internationals etc. are described. According to the filed results of the shear tests

several basic types of shear displacement are discussed and classified。 based on the nonlinear properties of these weak plants

the analytical models and methods suggested in this paper

the influence of normal stress on the shear deformation may be considered .It also can be applied to the complicated conditions of loading-unloading-reloadings. The non-linear and the problems of the weak plane’s reclosing after opening can be handled simultaneously. The same analytical method is also acceptable to the shear deformation properties of various types only by choosing different parameters. Wish this analytical method

analogic calculations for the in-situ weak-plane shear tests are made and results are well checked by curves .This method has been used in some practical engineering problems .

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