摘要
利用饱和 -非饱和土的渗流理论 ,对公路边坡在降雨过程中的渗流规律进行了分析 ,用有限元法和有限差分法来模拟雨水在土坡中的渗流过程 ,为公路边坡的稳定性分析和滑坡预测提供重要的分析数据 .
Using the seepage model of saturated-unsaturated soils,the transient seepage in highway slopes is analysed during rainfall.The process of seepage of soil slope is simulated by FEM and FDP.The important information is provided for the analysis of highway slope's stability and the prediction of landslide during rainfall.
出处
《长沙铁道学院学报》
CSCD
北大核心
2002年第2期104-108,共5页
Journal of Changsha Railway University
