坝基深层滑动稳定若干问题的分析  

Analysis of Some Problems on Deep Glide Stability of Dam Foundation

作　　者：张宏[1] 穆创国[1] 

机构地区：[1]杨凌职业技术学院,陕西杨凌712100

出　　处：《杨凌职业技术学院学报》2005年第1期12-14,共3页Journal of Yangling Vocational & Technical College

摘　　要：通过查阅资料对坝基深层滑动中分析方法,从力学分析法入手,对安全系数的选用、下游尾岩抗力体的抗滑作用作简要评析,提出安全系数的选用原则及尾岩的抗滑作用计入原则。After consulting some articles about the analysis method for the deep slide of dam foundation, and based on the mechanical analysis method, the selection of safety factor and the slide-resistant effect coming from downstream rock surrounding was briefly reviewed, and the selection principle of safety factor and the count principle of rock surrounding slide-resistant effect were proposed.

关 键 词：若干问题 坝基 动稳定 安全系数 抗滑作用 深层滑动 选用原则 分析法 抗力 下游 

分 类 号：TV223.4[水利工程—水工结构工程] F307[经济管理—产业经济]