摘要
对于滑面已知,并且呈折线状的滑坡,可以用条分法进行稳定性计算。本文介绍所编制的一个计算程序,其可用于折线状滑坡计算,可求解出不同条分数时滑坡的稳定系数,剩余下滑推力值及坡体中不同部位处剩余下滑推力。文中就程序的计算模型、程序结构、数据准备作了介绍,并给出一个计算实例以阐述程序的应用。
If a slope's sliding plane is known and the plane is a kind of broken line, the slip method in calculating will be used, This paper gives a calculating program that is able to be used in broken line sliding slope to slove the stability coefficient while different slips, and the remainder push force including the different points in sliding body and to introduce the calculating model, program frame and data preparing, as well as to give a calculating practice to show the application for the results in this paper.
关键词
工程地质
斜坡
稳定系数
折线法
engineering geology
slope stability
coefficient
engineering calculating program
