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

低地应力及其工程地质意义
引用本文:丁恩保.低地应力及其工程地质意义[J].水文地质工程地质,1993,20(4):1-4.
作者姓名:丁恩保
作者单位:中国科学院地质研究所 北京
摘    要:岩体中的初始地应力是地质工程围岩稳定的重要影响因素。在以往的研究中多注重高地应力的影响,而忽视低地应力的客观存在和对地质工程的严重影响。本文探讨了低地应力的成因,识别和工程地质意义。

关 键 词:低地应力  岩体  工程地质

Low ground stress and its engineering geological significances
Ding Enbao.Low ground stress and its engineering geological significances[J].Hydrogeology and Engineering Geology,1993,20(4):1-4.
Authors:Ding Enbao
Abstract:Initial ground stess is an importaint factor for surrounding rock mass stability. Previous studies concluded the influences of high ground stresses is more active, but the objective existence of low ground stress nad its serious effect on geological engineering are often negnected, and then, its cause of formation, distinguish and engineering geological significances are discussed.
Keywords:low ground stress  rock mass  
本文献已被 CNKI 维普 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