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

基于广义Hoek-Brown准则的岩体等效强度
引用本文:朱志明,章广成,朱娇燕,路辉.基于广义Hoek-Brown准则的岩体等效强度[J].煤田地质与勘探,2012,40(4):52-55.
作者姓名:朱志明  章广成  朱娇燕  路辉
作者单位:中国地质大学工程学院,湖北武汉,430074
摘    要:为了更方便地求出岩体的等价粘聚力C和摩擦角φ,基于Hoek-Brown准则与RMR法岩体质量分级,求出不同RMR值下的C和φ,拟合出C和φ的折减系数关于RMR值的变化曲线。结果表明:对于质量等级较好的岩体,根据RMR值可以分别求得岩体的C和φ的折减系数,对已知岩石的C和φ值进行折减,求得岩体的C和φ值。岩体的C值随岩石单轴抗压强度成线性正相关,岩体的φ值不随单轴抗压强度变化而变化。C和φ的折减系数不随岩石的单轴抗压强度变化而变化,只与岩体RMR值有关。

关 键 词:广义Hoek-Brown准则  RMR法  折减系数

Research on equivalent strength rock mass based on generalized Hoek-Brown failure criterion
ZHU Zhiming , ZHANG Guangcheng , ZHU Jiaoyan , LU Hui.Research on equivalent strength rock mass based on generalized Hoek-Brown failure criterion[J].Coal Geology & Exploration,2012,40(4):52-55.
Authors:ZHU Zhiming  ZHANG Guangcheng  ZHU Jiaoyan  LU Hui
Institution:(Faculty of Engineering,China University of Geosciences,Wuhan 430074,China)
Abstract:In order to get the equivalent cohesion C and the friction angle φ of the rock mass conveniently,the paper used generalized Hoek-Brown failure criterion and RMR method of rock mass quality classification to calculate the C and φ with the different RMR,and fit the reduction factor of C and φ with RMR curve.The result shows that the reduction factor of C and φ can be calculated according to RMR while the rock mass quality classification is fairly good.The known C and φ of rock was reduced to obtain the C and φ of the rock mass.The C of the rock mass is positively linear related to uniaxial compressive rock strength,and the φ of rock mass is unchanged with the different uniaxial compressive rock strength.The reduction factors of C and φ are unchanged with the different uniaxial compressive rock strength,only concerned with the RMR.
Keywords:generalized Hoek-Brown failure criterion  RMR method  reduction factor
本文献已被 CNKI 万方数据 等数据库收录!
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