岩石抗剪参数的随机-模糊处理方法在边坡稳定性评价中的应用  

Application of radom-fuzzy method for rock shearing parameters in slop stability evaluation

作　　者：周雄华[1] 李天斌[1] 沈军辉[1] 刘华军[1] 

机构地区：[1]成都理工大学,成都610059

出　　处：《西北水电》2003年第2期38-41,共4页Northwest Hydropower

摘　　要：结合西南某水电站工程岩石抗剪试验资料 ,详细、系统地介绍了岩石抗剪参数的随机 -模糊处理方法 ,并编写了相应的处理程序 ,通过大量计算及对计算结果的灰色关联分析证明应用随机Random fuzzy method is presented to determine the rock shear strength parameters on the basis of rock shear test samples of hydroelectric power station in the southwest China. The calculation results and the gray conjunction analysis indicate that random fuzzy method is more pratical as compared with the least square method and other conventional methods.

关 键 词：水电站工程 岩石 抗剪试验 随机—模糊法 

分 类 号：TV223.1[水利工程—水工结构工程]