其总体失稳临界载荷计算是设计中的一个重要问题。
The critical load calculating of its general instability is an important problem in design.
该方法考虑土的应力应变关系和土坡失稳的破坏形式，从分析土坡应力分布的变化入手，直接确定临界滑裂面的位置，进而计算土坡总体安全系。
Beginning at the analysis of variation of stress distribution of a slop, the location of critical slip surface is directly determined, and the globe safety factor is calculated.
应用推荐