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单试件法测定岩石强度参数的修正方法
引用本文:刘保国,崔少东. 单试件法测定岩石强度参数的修正方法[J]. 土木工程学报, 2011, 0(Z1): 162-165
作者姓名:刘保国  崔少东
作者单位:北京交通大学;
摘    要:分析单试件法测定岩石内聚力c和内摩擦角φ产生误差的原因,提出一种对单试件法各级围压下获得的三轴试验强度的修正方法。用泥岩试件分别在常规多试件和单试件法下的试验结果验证两种方法测定内聚力c和内摩擦角φ存在的差异,以及修正方法的有效性。

关 键 词:岩石  强度参数  单试件法  修正方法

Improvement of single specimen method for determination of rock strength parameters
Liu Baoguo Cui Shaodong. Improvement of single specimen method for determination of rock strength parameters[J]. China Civil Engineering Journal, 2011, 0(Z1): 162-165
Authors:Liu Baoguo Cui Shaodong
Affiliation:Liu Baoguo Cui Shaodong(Beijing Jiaotong University,Beijing 100044,China)
Abstract:The erroneous reason of determining rock cohesion and the angle of internal friction by single specimen method was analyzed.And the revised method of triaxial strength determined by single specimen method under different lateral presses was proposed.The difference between the two methods to determine the cohesion and the angle of internal friction separately,as well as the validity of the revised method,was confirmed with the mudstone test result using the conventional multi-specimen method and the single s...
Keywords:rock  strength parameters  single specimen method  modified method  
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