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基于压水试验数据的渗透系数应力敏感性研究
引用本文:刘建军,何翔,冯夏庭.基于压水试验数据的渗透系数应力敏感性研究[J].岩石力学与工程学报,2005,24(A01):4724-4727.
作者姓名:刘建军  何翔  冯夏庭
作者单位:[1]中国科学院武汉岩土力学研究所,湖北武汉430071 [2]武汉工业学院多孔介质力学研究所,湖北武汉430023
基金项目:中国博士后科学基金(2003033008);湖北省教育厅重点科研项目(D200518001)
摘    要:岩体渗透率与应力关系是进行岩体渗流应力耦合分析的基础。基于龙滩水电站边坡岩体渗流压水试验结果和边坡岩体岩性及物理力学性质,对岩体渗透系数和地应力进行了分析计算,给出了边坡岩体渗透率随应力变化的关系式,为进行边坡岩体渗流一应力耦合分析提供了可靠数据。

关 键 词:岩石力学  渗透系数  应力场  流固耦台  压水试验
文章编号:1000-6915(2005)增1-4724-04
收稿时间:2005-05-11
修稿时间:2005-05-112005-06-26

STUDY ON STRESS SENSIBILITY OF ROCK PERMEABILITY BASED ON PRESSURE WELL TEST
LIU Jian-jun, HE Xiang, FENG Xia-ting.STUDY ON STRESS SENSIBILITY OF ROCK PERMEABILITY BASED ON PRESSURE WELL TEST[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(A01):4724-4727.
Authors:LIU Jian-jun  HE Xiang  FENG Xia-ting
Affiliation:1.Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. Institute of Poromechanics, Wuhan Polytechnic University, Wuhan 430023, China
Abstract:Relationship between permeability and stress is the key foundation for coupled seepage-stress analysis of rock mass. Based on the seepage pressure well test and rock mass physical and mechanical properties, the permeability and stress in rock slope of Longtan hydroelectric station are achieved. By analyzing the data, the relation between permeability coefficient and geo-stress is presented, and a key material for fluid-solid coupling analysis is provided,
Keywords:rock mechanics  permeability coefficient  stress field  fluid-solid coupling  pressure well test
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