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利用极限平衡法对岩土边坡进行稳定性计算分析,当有一系列不连续面或圆弧而可能成为边坡破坏的滑裂面时,需要逐个计算其安全系数,以找出潜在的最危险滑裂面。使用计算机按优选法原理可以自动处理这一问题,我们为此编制了在PC-1500袖珍计算机上使用的程序,本文仅就该程序的功能、特点作一简单介绍。本程序适合处理的坡面可呈各种形状的折线。滑面可以是带张裂隙的圆弧;也可是具有
Using the limit equilibrium method to calculate and analyze the stability of rock slopes, when there are a series of discontinuous planes or arcs that may become a slope failure, the safety factor needs to be calculated one by one to find out the most dangerous Slip face. Using a computer to solve this problem automatically based on the principle of the preferred method, we have compiled a program for use on a PC-1500 pocket computer. This article will only give a brief introduction to the function and characteristics of the program. The slope surface that this program is suitable for processing can take a variety of shapes. The sliding surface can be a circular arc with a crack; it can also have