摘要
通过对条分法超静定的次数、求解的途径、弯矩平衡方程的重要性和滑裂面形状的含义等问题进行较深入的解释,进而论述了潘氏原理对土坡稳定分析有重要指导作用,达到了加深对条分法理解的目的。
In order to improve the understanding of the method of slices for the slope stability analysis, some important com- mon issues are discussed in detail. These issues are.. independent assumption equation numbers, different ways approaching slope stability solutions, importance of moment equilibrium equations, and failure slip surface shape. The role of Pan＇s principle for slope stability analysis is also discussed.
出处
《土工基础》
2012年第3期33-35,83,共4页
Soil Engineering and Foundation
关键词
土坡
条分法
剪胀角
安全系数
潘氏原理
Soil slope, Method of slices, Dilataney angle, Safety factor, Pan＇s principle
