Modified Monte Carlo techniques by rotating slip segments for searching general critical slip surface(Ⅰ): random angle of rotation
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Modified Monte Carlo techniques by rotating slip segments for searching general critical slip surface(Ⅰ): random angle of rotation
Vol. 27, Issue 11, (2006)
作者机构:
清华大学 水电系岩土工程研究所,北京,100084
作者简介:
基金信息:
DOI:
CLC:TU413.6+2
Online First:04 December 2013,
Published:2006
稿件说明:
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ZHANG Lu-yu, ZHANG Jian-min. Modified Monte Carlo techniques by rotating slip segments for searching general critical slip surface(Ⅰ): random angle of rotation[J]. 2006, 27(11).
DOI:
ZHANG Lu-yu, ZHANG Jian-min. Modified Monte Carlo techniques by rotating slip segments for searching general critical slip surface(Ⅰ): random angle of rotation[J]. 2006, 27(11).DOI:
Modified Monte Carlo techniques by rotating slip segments for searching general critical slip surface(Ⅰ): random angle of rotation
对Abdallah I. Husein 等人提出的Monte Carlo搜索技术进行了改进:(1)增加了若干条几何合理性条件;(2)增加了防止节点重合的机制;(3)通过确定滑面段旋转角的上、下限,使其能够适用于上凸型滑面;(4)增加了节点数调整机制,以使搜索到的临界滑面更光滑。算例分析表明,改进后的算法不但保持了原方法的优点,而且更实用,临界滑面的自动搜索变得更为可靠与稳定,并将此算法纳入到自主研发的ZSlope边坡稳定分析软件中。
Abstract
Based on the algorithm advised by Abdallah I. Husein and his classmates
some improvements have been made as follows: (1) adding several conditions of geometry rationality; (2) developing a technique by controlling the range of slip segments rotation to prevent two adjacent vertices of a slip surface from approaching each other; (3) making the algorithm to be suitable for slip surfaces that are convex upward; (4) adding the changeable vertex count mechanism of a slip surface during the searching procedure in order to make the critical slip surface more smooth. The results show that the modified algorithm is more practical feasibility and stability to aim at searching the critical slip surface
preserving the advantages of the original algorithm. The algorithm is also adopted by the slope stability analysis software named ZSlope developed by the authors.
Safety Monitoring and stability analysis of surrounding rock and side slope for right bank diversion tunnels under construction of Jinping-1 Hydropower Project
Study of applications of meeting ant colony algorithm to search non-circular critical slip surface of slope
A new search algorithm for strength anisotropy slope stability analysis based on numerical stress field
Gaussian process-based dynamic response surface method for estimating slope failure probability
Study of deformation characteristics of slope rockmass at project of water diversion from Hanjiang River to Weihe River
Related Author
HUANG Zhi-peng
DONG Yan-jun
GAO Wei
ZHANG Fei-jun
CHEN Li-ping
ZHANG Ding-li
FANG Qian
YING Guo-gang
Related Institution
Chongqing Rock Foundation Research Center, Yangtze River Scientific Research Institute
Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources, Yangtze River Scientific Research Institute
South Design and Research Institute, Changsha
College of Civil and Transportation Engineering, Hohai University