工程岩体抗剪强度参数的可靠度分析
RELIABLITY ANALYSIS OF SHEAR STRENGTH PARAMETERS FOR ENGINEERING ROCK MASS
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摘要: 本文根据可靠度分析原理, 以溪洛渡水电站工程为例, 对该电站坝区工程岩体抗剪强度试验数据进行了分析计算, 得出了不同保证率下的抗剪强度参数值, 并与传统的分析方法进行比较, 结果表明, 采用可靠度分析方法得出的参数比较合理。Abstract: Based on the method of reliability analysis,the laboratory test data of shear strength for engineerin rock mass from dam area of Xiluodu hydroelectrically power are analyzed,and the shear strength of 5 different rock masses is calculated and determined.As a comparing,the results from reliability method are compared with traditional analysis methods.The researcher result signify that the reliability method i rational and effective.
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