首页 | 本学科首页   官方微博 | 高级检索  
     

边坡稳定分析中关于不平衡推力法的讨论
引用本文:张鲁渝,郑颖人,时卫民. 边坡稳定分析中关于不平衡推力法的讨论[J]. 岩石力学与工程学报, 2005, 24(1): 177-182
作者姓名:张鲁渝  郑颖人  时卫民
作者单位:后勤工程学院,军事土木工程系,重庆,400016
摘    要:不平衡推力法在我国工业与民用建筑及铁道部门广为应用,当边坡滑面为圆弧时,不平衡推力法的精度与严格条分法相当。然而,由于不平衡推力法假设条间合力的方向与相邻土条底面平行,从而导致在某些工况下(非圆弧滑面),安全系数的误差大到百分之几十甚至更大,这显然会给工程带来安全隐患。鉴于上述原因,以非圆弧滑面为研究对象,较为全面地分析了不平衡推力法在各种工况下(共200多个算例)可能引起的误差,得出误差最小的几种工况,并建议对于非圆弧滑面最好不要单独使用不平衡推力法,而应采取多种方法进行综合分析。

关 键 词:岩土力学  边坡稳定  不平衡推力法  极限平衡
文章编号:1000-6915(2005)01-0177-06
收稿时间:2003-05-20
修稿时间:2003-07-16

ON SLOPE STABILITY ANALYSIS BY IMBALANCE THRUST FORCE METHOD
ZHANG Lu-yu,ZHENG Ying-ren,SHI Wei-min. ON SLOPE STABILITY ANALYSIS BY IMBALANCE THRUST FORCE METHOD[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(1): 177-182
Authors:ZHANG Lu-yu  ZHENG Ying-ren  SHI Wei-min
Abstract:Imbalance thrust force method (ITFM) has been used widely in the fields of industry,civil and railway in China. When the slip face is circle,the precision of ITFM is equivalent to that of rigorous method such as Morgenstern-Price method. But because the method unreasonably assums that the orientation of interslice resultant force is parallel to slice bases,for non-circle slips,the error of safety factor obtained from ITFM is up to several decades percent or more,which leads to hidden trouble inevitably. So,focusing on the non-circle slips,the error by ITFM in most kinds of conditions is analyzed thoroughly,and a few conditions with small error are obtained. For the analysis of slope stability,it is suggested that for non-circle slips,it is better not to use ITFM alone,but to adopt two or more methods,instead.
Keywords:rock and soil mechanics  slope stability  imbalance thrust force method  limit equilibrium
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《岩石力学与工程学报》浏览原始摘要信息
点击此处可从《岩石力学与工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号