%0 Journal Article
%T REBUILT SLICE METHOD FOR SLOPE STABILITY ANALYSIS<br>边坡稳定性分析的一个改建条分法
%A Zou Guangdian
%A Jiang Wanying
%A <br>邹广电
%A 蒋婉莹
%J 岩石力学与工程学报
%D 2003
%I 
%X 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.
%K slope stability analysis
%K slice method
%K plastic limit analysis
%K failure experiment of physics model
%K static permission field
%K numerical simulation
%K simulated annealing algorithm<br>边坡
%K 稳定性分析
%K 条分法
%K 塑性极限分析
%K 数值模拟
%K 模拟退火算法
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=A978A0B826AEAA1A&yid=D43C4A19B2EE3C0A&vid=BC12EA701C895178&iid=59906B3B2830C2C5&sid=E7185A61DEE39C9D&eid=AC45B356D9DF3BDB&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=8&reference_num=17