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

裂隙岩体强度试验单点法及其前景
引用本文:刘培泰,王乃光.裂隙岩体强度试验单点法及其前景[J].工程地质学报(英文版),1994,2(3):54-61.
作者姓名:刘培泰  王乃光
作者单位:1.内蒙古农牧学院,呼和浩特010018;
摘    要:本文在回顾裂隙岩体强度试验的基础上,用大量原位测试数据对裂隙岩体直剪破坏机理和裂隙岩体直剪破坏的基本规律及其成因进行了深入探讨;总结出一套行之有效的试验技术;给出了裂隙岩体直剪破坏时的充分必要条件并加以量化。

关 键 词:裂隙岩体    直剪试验    单点法

REPETITIVE TESTING OF STRENGTH OF FISSURED ROCK MASS BY SINGIE POINT METHOD AND ITS PROSPECT
liu Peitai.REPETITIVE TESTING OF STRENGTH OF FISSURED ROCK MASS BY SINGIE POINT METHOD AND ITS PROSPECT[J].Journal of Engineering Geology,1994,2(3):54-61.
Authors:liu Peitai
Institution:1.NEi Mongol College of Agriculture and Animal Husbandry,Hohhot 010018;2.Nanchang University.Nanchang 330029
Abstract:This paper,reviewing on strengh tests of fissured rock mass discusses mechanism and basic law of direct shear failure of fissured rock mass from a large amount of in situ test data and its affecting factors in the fissure rock mass.A set of affective experimental techniques are given and some necessary and essential conditions for failure of fissured rock are provided.It plays an importent role in rock mechanics and solid mechanics.
Keywords:Fissured rock mass  Shear fracturing test  Repetitive test  Single point method  
本文献已被 CNKI 维普 等数据库收录!
点击此处可从《工程地质学报(英文版)》浏览原始摘要信息
点击此处可从《工程地质学报(英文版)》下载免费的PDF全文
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