The Method Of Limit Equilibrium In The Stability Analysis & Research Of Slopes

The stability analysis of slopes is that one of important research problem in geotechnical engineering.About a centenary development, many pursuers are dedicating this work;Thus, the contents of the stability analysis of slopes are very abundant. The method of limit equilibrium is not only traditional.but also immemorial. It is a very important method in analysis of stabilization of slope.It is all through comprehensive application in engineering. The reason why is its vivid conception.It is very easy that understood and mastered by personnel of project;At the same time, it can direptly gives come into safety factors of stabilization of slope to make use of the method of limit equilibrium.Because different the predigest method of limit equilibrium, So as to safety factor is six to one for different suppositional conditions,this next carry through detailed discuss aim at affect diathesis of safety factor.This text is based upon limit equilibrium theoretics, it puts up attempt amelioration : Firstly , it is assumed stress distributing format of slip side,it is more unific for format of slope slip side about clay or not clay soil. In calculating process, format of slip side is not bases viscidity strength bulk,It is unific as parabola format. Secondly, the method of comminute piece of circularity arc and potential slip side cast are improved on.Furthermore,it is farther analysed for rock slope of rave about wreck.