边坡可靠性分析及程序设计  

Reliablity Analysis Approach of Slope and Program Design on This Approach

作　　者：李元松[1] 

机构地区：[1]武汉化工学院

出　　处：《土工基础》1996年第4期15-20,共6页Soil Engineering and Foundation

摘　　要：本文详尽地介绍了边坡可靠性分析“ＪＣ”法的求解过程，给出几个典型模型的极限状态方程的统一型式，编写一套完整的计算程序，结合算例，对该法应用中的几个问题进行了讨论。This paper describes the whole procedurce of the reliability analysis of slope using JC method.A unified expression of the limit state equations of several typical stability analysic models for slope is introduced. The program used to reliablity analysis of slope is completed. In the end, the discussion is given on the application of this approach in practice.

关 键 词：边坡 可靠性指标 稳定模型 程序设计 

分 类 号：TU413.62[建筑科学—岩土工程]