摘要
通过对龙梅铁路方案西阳边坡的工程地质调查与分析，查明了边坡的地质条件与构造情况。对边坡稳定性进行定性评价和有限元法验算，进而判断西阳边坡的稳定性。在有限元法计算时，提出了潜在滑移面与安全系数的计算方法。结果可供设计与施工参考。
In this paper, the geological conditions and the tectonic conditions have been ascertained by the investigation and the analysis of Xiyang slope in Longmei railway project.Both the qualitative analysis and the quantitative computation of the stability by the finite element method were used to estimate the stability of Xiyang slope. A new method is presented to determine the position of slope slip plane and to computer the value of slope plane sofety coefficient. The achivement is only for reference in design and construction.
出处
《武汉化工学院学报》
1995年第2期31-35,共5页
Journal of Wuhan Institute of Chemical Technology
关键词
边坡
稳定性
有限元法
潜滑面
安全系数
铁路
Slope stability
Finite element method
Slope slip plane
Slope safety coefficient
