基于强度折减系数的岩土体抗剪强度参数的反演  

Inversion of Shear Strength Parameters of Rock and Soil Based on Strength Reduction Factor

作　　者：蔡影[1] 

机构地区：[1]重庆交通大学河海学院,重庆400041

出　　处：《盐城工学院学报（自然科学版）》2017年第1期75-78,共4页Journal of Yancheng Institute of Technology:Natural Science Edition

摘　　要：边坡岩土参数是滑坡治理方案设计的关键,合理确定滑坡岩土参数,对于滑坡治理非常重要。在介绍了目前参数确定的主要方法、分析其影响因素的同时,基于强度折减系数通过反演分析法确定岩土体的抗剪强度参数。Slope geotechnical parameters are the key to the design of landslide control scheme, and it is very important to determine landslide geotechnieal parameters reasonably for landslide treatment. In this paper, the main method of parameter determination is introduced, and the influence factors are analyzed. The shear strength parameters of rock mass are determined by inver- sion analysis method based on strength reduction coefficient.

关 键 词：边坡 岩土参数 反演分析法 

分 类 号：TU43[建筑科学—岩土工程]