This method is expressed in matrix form, and is applicable both for staticallydeterminate and indeterminate problems. The method is will suited to computer-based calculation.
A new slope stability analysis method, explicitly satisfying all limiting-equilibrium equations, is presented. To make the problem staticallydeterminate, the variational approach is used.
本文在现有变分法求解土坡稳定的基础上，推导了一种能适用于任意有对称面的非均质土坡的稳定分析方法。
3
Therefore, three theorems for weight characteristics of staticallydeterminate and indeterminate structures are presented and proved, and the essentials of the problem are explained in this paper.