REBUILT SLICE METHOD FOR SLOPE STABILITY ANALYSIS
边坡稳定性分析的一个改建条分法

In this paper an attempt is made to present a rebuilt slice method,which is strict in conformity with the plastic limit analysis theory,and is simultaneously able to be related with the traditional slice-method. The slice method is reduced into a large-scale extremum problem in static permission field,and the results of the extremum problem solved by the improved annealing simulation algorithm show that the convergence of solution is very good. The comparison with the Bishop method also shows good coincidence between these tow methods.