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裂隙岩体渗流场与应力场耦合研究进展与展望
引用本文:侯伟,仵彦卿,丁卫华.裂隙岩体渗流场与应力场耦合研究进展与展望[J].山西建筑,2006,32(15):1-2.
作者姓名:侯伟  仵彦卿  丁卫华
作者单位:西安理工大学,陕西西安,710048
基金项目:国家自然科学基金项目资助(项目编号:10572090)
摘    要:在分析岩体多介质渗透特性的基础上,提出了岩体多介质渗透类型,综述了裂隙岩体渗流场与应力场耦合模型的研究进展,并提出耦合模型进一步研究的方向。

关 键 词:裂隙岩体  渗流场  应力场  耦合模型
文章编号:1009-6825(2006)15-0001-02
收稿时间:2006-01-25
修稿时间:2006年1月25日

Advances and future research directions in the models of coupled seepage and stress fields in fractured rock mass
HOU Wei,WU Yan-qing,DING Wei-hua.Advances and future research directions in the models of coupled seepage and stress fields in fractured rock mass[J].Shanxi Architecture,2006,32(15):1-2.
Authors:HOU Wei  WU Yan-qing  DING Wei-hua
Affiliation:HOU Wei WU Yan-qing DING Wei-hua
Abstract:The coupled models of seepage and stress fields are key to issue of the interdiscipline between rock mechanics and groundwater hydraulics. Based on multimedia permeability of rock mass, the classifications of multimedia permeability of rock mass are proposed in this paper, Authors have reviewed the research advances in the models of coupled seepage and stress fields in fractured rock mass. And proposed engineering application of models of coupled seepage and stress fields in fractured rock mass.
Keywords:fractured rock mass  seepage field  stress field  coupled model
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