裂隙岩体渗流研究现状(Ⅱ)

重庆交通大学学报（自然科学版） ›› 1996, Vol. 15 ›› Issue (2): 29-34.

裂隙岩体渗流研究现状(Ⅱ)

陈洪凯

重庆交通学院岩土工程研究所

收稿日期:1995-05-06 修回日期:1995-05-06 出版日期:1996-06-20 发布日期:2016-07-12
作者简介:陈洪凯，男，30岁，副教授(博士)
基金资助:
国家“八五”重点科技攻关资助

Review on Seepage Researches of Fissured Rock Mass(Ⅱ)

Chen Hongkai

Inst.of Geotechnical Engng.,Chongqing Jiaotong Institute

Received:1995-05-06 Revised:1995-05-06 Online:1996-06-20 Published:2016-07-12

摘要/Abstract

摘要： 基于对40余年来国内外裂隙岩体渗流研究文献的综合研究，本文重点分析了裂隙岩体渗流研究在渗流场数值模拟及渗流－应力耦合作用两方面的研究成果．在现在的岩体渗流计算中，以数值方法为主，其中使用最多、适应性较强的为有限元法；迄今，岩体渗流－应力耦合作用的研究主要集中在渗透系数与裂隙面法向应力应变之间的相互关系方面．

关键词: 裂隙岩体, 渗流, 数值模拟, 有限元, 渗流－应力耦合作用

Abstract: Seepage in fissured rock mass is quite important and exsisted broadly in seotectrical engineering such as hydraulic electricity.traffic and building construction. Most of stability of slope and dam base and rock mass bearing capacity of building foundation and dam base are influenced and/or controlled by seepage in these media. Numeric analysis and percolating-echanic interaction are disgussed and reviewed in the paper,which are quite important in the course of unloading of a slope or/and a base in rock mass.

Key words: fissured rock mass, seepage, numeric analysis, FEM, percolating-mechanic interaction

中图分类号:

O357.3

陈洪凯. 裂隙岩体渗流研究现状(Ⅱ)[J]. 重庆交通大学学报（自然科学版）, 1996, 15(2): 29-34.

Chen Hongkai. Review on Seepage Researches of Fissured Rock Mass(Ⅱ)[J]. Journal of Chongqing Jiaotong University(Natural Science), 1996, 15(2): 29-34.

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