粘性土坡稳定分析的微积分法

Calculus Methods for Stable Analysis of Cohesive Soil Slope

本文用微积分方法计算粘性土坡的滑动力矩和抗滑力矩。通过电子计算机采用优选法寻找最危险滑动面的圆心以及计算土坡的稳定安全系数。

To calculate the slip moment of force and anti-slip moment of force of cohesive soil slope. To search for the centre of the most dangerous slip surface and to calculate the stable safe coefficient of soil slope.