摘要
本文以溪洛水电站工程为例 ,根据可靠度原理 ,对坝区工程岩体抗剪强度试验资料进行了分析计算 ,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比较有效 ,有利于抗剪强度参数的合理确定。
This paper take Xiluodu water conservancy and hydroelectric power engineering for example,Base on the reliability rationale,analysis test date of shearing strength for engineering rock in dam area.The shearing strength parameters in different assure modulus are acquired and compared with traditional analysis method.The result signify the analysis method of reliability is effective.To the benefit of quantifying reasonably shearing strength parameters.
出处
《中国矿业》
北大核心
2003年第1期55-57,共3页
China Mining Magazine
