工程地质学报2012，Vol.20Issue(6)：1020-1027,8.
拉伸剪切条件下岩石的工程地质力学特性
THE ENFINEERING GEOLOGY MECHANICAL PROPERTIES OF ROCK IN TENSION-SHEAR STATE
摘要
Abstract
Tension-shear failure is one common type of rock instability in rock slope engineering and rock tunneling engineering. Based on engineering geological conditions, this paper analyzes the conditions that generate tension-shear stress state. It summarizes the current experiment methods of rock tension-shear research, constitutive equations and failure criterions. It points out the shortcomings of rock tension-shear research. Finally, it proposes the following research trends: ( 1) develop the standard tension-shear testing equipment for special experimental studies on rock; (2) do tension and shear experiments on more types of rock and more quantities of rock to study constitutive equations and failure criterions of different rock types; ( 3) strengthen the numerical simulation work of rock tension-shear tests and confirmed by each other.关键词
拉伸剪切/岩石工程/本构关系/破坏准则/工程地质力学Key words
Tension-shear, Rock engineering, Constitutive equations, Failure criterions, Engineering geological mechanics分类
建筑与水利引用本文复制引用
郭静芸,李晓,李守定,赫建明,苑伟娜,董高峰,王永胜..拉伸剪切条件下岩石的工程地质力学特性[J].工程地质学报,2012,20(6):1020-1027,8.基金项目
国家重点基础研究发展规划(973)项目(2010CB731501、2009CB724605),国家自然科学基金面上项目(41027001),中国科学院知识创新工程重要方向项目(KZCX2-YW-JS102,YZ200912)和中国地质调查局工作项目(1212011014026). （973）
