Analysis of groundwater flow in road slope under rainfall condition

LIU Jian-jun; PEI Gui-hong; XUE Qiang

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Analysis of groundwater flow in road slope under rainfall condition

更新时间：2026-06-25

- Analysis of groundwater flow in road slope under rainfall condition
- Vol. 26, Issue S2, (2005)
- 作者机构：
  
  1. 武汉工业学院多孔介质力学研究所,武汉,430023
  2. 中国科学院武汉岩土力学研究所,武汉,430071
- 作者简介：
- 基金信息：
- DOI：
  CLC： U418.5
- Online First：16 December 2005，
  
  Published：2005
- 稿件说明：
移动端阅览
LIU Jian-jun, PEI Gui-hong, XUE Qiang. Analysis of groundwater flow in road slope under rainfall condition[J]. 2005, 26(S2).
DOI：

LIU Jian-jun, PEI Gui-hong, XUE Qiang. Analysis of groundwater flow in road slope under rainfall condition[J]. 2005, 26(S2). DOI：

摘要

降雨是影响道路边坡稳定的主要因素之一，根据岩土饱和-非饱和渗流理论，考虑降雨入渗的影响，利用有限元方法，对强降雨条件下公路边坡地下水渗流场动态进行了数值模拟，得到了边坡地下水压力水头、总水头变化、流速的变化规律，为道路边坡的稳定性分析和滑坡预测提供重要的分析数据。

Abstract

Rainfall is one of the important factors affecting slope stability. Considered the effect of rainfall infiltration

based on saturated-unsaturated seepage theory

numerical simulation on groundwater seepage in road slope under persistent rainfall condition is studied using finite element method; and change law of slope seepage field during rainfall process is given. The study can provide important data for road slope stability analysis and landslide prediction.

关键词

Keywords

references

Views

161

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Simulation and analysis of controlling water in tunnel based on preferred plane theory

Study of thermo-hydro-mechanical coupling model in U-shaped GSHP

Numerical simulation of drain on landslide surface under rainfall condition

Numerical simulation for unsaturated road-embankment deformation and slope stability under rainfall infiltration

Analysis of stability & deformation and destruction mode of road embankment built aside dam

Related Author

YU Jun

TONG Li-yuan

LIU Song-yu

TANG Jin-song

ZHAO Jun

LIU Quang-sheng

ZHANG Cheng-yuan

TIAN Dong-fang

Related Institution

Institute of Geotechnical Engineering, Southeast University

安徽理工大学土木建筑学院

中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室

College of Hydraulic & Environmental Engineering, China Three Gorges University

School of Civil Engineering and Architecture, Wuhan University of Technology

AI问答

⁰