摘要
通过对条间力函数的合理选用，改进了边坡稳定性分析的毕肖普法，使该方法更为合理。并运用改进的毕肖普法分析研究了路堤边坡填料强度、地基强度、地下水位等因素的变化对边坡稳定性的影响。
Through reasonable selection of inter-slice force function, the Bish- op method for slope stability analysis was improved and was made more reason-able. The improved Bishop method was used to analyze and study the variation in- fluence of such factors as the filling material strength of road embankment slope,sub-grade strength and underground level etc. on the slope stability.
出处
《工程建设》
2010年第6期17-21,共5页
Engineering Construction
关键词
边坡
稳定性
条间力
毕肖普法
slope
stability
inter-slice force
Bishop method
