摘要
本文结合新桥硫铁矿边坡工程岩石力学试验资料，运用随机模糊法对样本进行了分析，并与最小二乘法进行了对比，结果表明，对于岩石力学研究存在着不确定因素，采用随机-模糊分析更符合实际工程需要，并有推广价值。
The random-fuzzy analysis is discussed by in-situ shear test in formation of Xingqiao Mine'sslope project. The calculation results are compared with the least square method and indicate that the value obtained by the random-fuzzy analysis in more pratical as compared with other methods.
出处
《中国矿业》
北大核心
1998年第2期65-67,88,共4页
China Mining Magazine
关键词
随机-模糊分析
岩石力学
试验
边坡工程
Random-fuzzy analysis, Rock mechanics test, Indeterminateness, Slope project
