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边坡稳定分析的萨尔玛模式及其应用
引用本文:朱传刚. 边坡稳定分析的萨尔玛模式及其应用[J]. 中南公路工程, 2007, 32(4): 174-177
作者姓名:朱传刚
作者单位:湖南省张家界市龙阳公路建设公司 湖南张家界427000
摘    要:分析了萨尔玛方法能考虑边坡震动效应的优点和震动效应的表达方法,指出该方法与其他方法的区别。推导了萨尔玛方法在边坡稳定性系数的计算格式,计算程序和方法。利用该方法分析了某公路斜坡在考虑相邻采石场爆破震动时的稳定性系数,并将该系数与不考虑震动因素时的情况进行了对比,二者相差34.3%。表明在分析中,考虑震动因素是必要的,采用萨尔玛方法的分析结果更全面。

关 键 词:萨尔玛方法  震动因素  稳定性系数  斜坡
文章编号:1002-1205(2007)04-0174-04
收稿时间:2007-01-18
修稿时间:2007-01-18

Rock-mass slope stability''s Sarma analysis method to take into account earthquake force and its application
ZHU Chuangang. Rock-mass slope stability''s Sarma analysis method to take into account earthquake force and its application[J]. Central South Highway Engineering, 2007, 32(4): 174-177
Authors:ZHU Chuangang
Affiliation:Long-yang construction corporation of highway of Zhang-Jiajie city of Hunan province, Zhangjiajie, Hunan 427000, China
Abstract:The Sarma method,which could take the merit of slope vibration effect and the expression means of vibration effect into account,with the difference contrast to other methods were analyzed firstly.In order to calculate the stability coefficients of slope,the calculate format,procedure and method of Sarma method were also deduced.Then,stability coefficients of a slope sites in a certain road was analyzed by the method considering vibration caused by dynamiting in the neighbor quarry,and the results was contrasted to the situation didn't involve the vibration factor,which indicates that the two have the distinction with 34.3%.The conclusion can be drown that,it's necessary to consider vibration factor and it's more suitable to analyze it with Sarma method.
Keywords:Sarma method  vibration facter  stability coefficient  slope
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