双滑块折线边坡稳定分析  

Stabilization analysis of the double-slip body folding-line slope

作　　者：于全发[1] 刘福臣[1] 张伟[1] 

机构地区：[1]山东水利职业学院,山东日照276826

出　　处：《水运工程》2009年第2期62-64,共3页Port & Waterway Engineering

摘　　要：双滑块折线边坡稳定分析方法有等安全系数法、不平衡推力法、抗力体极限平衡法、岩土工程勘察规范法。不同计算方法的假设条件不同,得到的安全系数也不相同。分析探讨了不同计算方法的优缺点,并提出了建议方法。The equal safety factor method, imbalance thrust method, high-point equity method and reconnaissance criterion method can be used to analyze the double-slip body on the folding-line slope. We suppose different conditions with different calculation methods to obtain various safety factors. In this paper, we discuss the advantages and disadvantages of different methods, and put forward the recommended one.

关 键 词：双折线滑动面 稳定分析 不平衡推力 传递系数 

分 类 号：TV861[水利工程—水利水电工程]