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大型地下洞库岩体力学参数取值及工程应用
引用本文:任文明,梁久正. 大型地下洞库岩体力学参数取值及工程应用[J]. 石油工程建设, 2012, 38(1): 14-17
作者姓名:任文明  梁久正
作者单位:中国石油天然气管道工程有限公司,河北廊坊,065000
基金项目:中国石油天然气管道局科技资助(局科10-1-A)
摘    要:节理岩体强度与力学参数可通过最新版的广义Hoek-Brown破坏准则进行估计,其预测结果能够满足工程应用。建立在现场工程岩体详细工程地质勘察基础上的Q系统法,不仅为确定岩体GSI指标提供了便利,也可用于详细设计阶段的支护设计。通过工程应用说明了采用Hoek-Brown破坏准则预测节理岩体力学参数的过程。

关 键 词:岩体力学  参数  地质强度指标GSI  Q系统法  地下洞库

Selection and Engineering Application of Rock Mechanical Parameters for Large Underground Rock Cavern
REN Wen-mingChina Petroleum Pipeline Engineering Co.,Ltd.,Langfang,China,LIANG Jiu-zheng. Selection and Engineering Application of Rock Mechanical Parameters for Large Underground Rock Cavern[J]. Petroleum Engineering Construction, 2012, 38(1): 14-17
Authors:REN Wen-mingChina Petroleum Pipeline Engineering Co.  Ltd.  Langfang  China  LIANG Jiu-zheng
Affiliation:REN Wen-ming(China Petroleum Pipeline Engineering Co.,Ltd.,Langfang 065000,China),LIANG Jiu-zheng
Abstract:The strength and mechanical parameters of jointed rock mass can be estimated in terms of the lately generalized Hoek-Brown failure criterion,the estimated results can be applicable in project properly.Q system based on careful geology observations of in situ rock mass provides convenience to determine rock mass index GSI.Furthermore,it can be applied in detailed support design.An engineering calculation process shows how the mechanical parameters of jointed rock mass are estimated by means of Hoek-Brown failure criterion.
Keywords:rock mechanics  parameter  geological strength index GSI  Q system  underground rock cavern
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