降雨条件下含裂隙坡积土边坡的渗流特性研究
DOI:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

U213.1+ 3

基金项目:


Research on seepage characteristics of fissured soil slope under rainfall condition
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    为研究降雨条件下裂隙对坡积土边坡渗流特性的影响规律,采用 Geo-studio 软件中的 SEEP/W 模块, 分析了降雨条件下不同裂隙分布对坡积土边坡的体积含水率、孔隙水压力及暂态饱和区等渗流特征的影响规律。 研究结果表明:降雨引起边坡表面体积含水率迅速增大;随着降雨的持续,湿润锋逐渐下移,且裂隙的存在对边 坡的含水率分布造成了显著影响;裂隙的存在使边坡内部形成快速入渗通道,导致含裂隙边坡的孔压变化幅度大 于无裂隙边坡的;在含有裂隙的边坡中,裂隙底端易形成暂态饱和区,随着降雨的持续,该饱和区会逐渐扩大、 下移直至与地下水连通,造成地下水位升高。

    Abstract:

    In order to study the influence of fissures on the seepage characteristics of slope soil slopes under rainfall conditions, numerical modeling was conducted using the SEEP/W module in Geo-studio, the influence law of seepage characteristics (e.g. volumetric water content, pore water pressure and transient saturation zone) of slope soil slopes with different fissure distribution under rainfall conditions was investigated. The results show that volumetric water content of the slope surface increased rapidly due to rainfall infiltration. The wet front gradually moved down as continuous rainfall, the moisture content distribution of the slope was significantly affected by the fissures. The fissures work as a rapid infiltration channels, causing that the change amplitude of the fissured slope is greater than that of the fissure-free slope. A transient saturation zone forms easily at the end of fissure, which will gradually expand and move down with the continuous rainfall until it connects with groundwater, causing the rising of groundwater.

    参考文献
    相似文献
    引证文献
引用本文

向延虎 ,江威 .降雨条件下含裂隙坡积土边坡的渗流特性研究[J].交通科学与工程,2020,36(2):29-34.
XIANG Yan-hu, JIANG Wei. Research on seepage characteristics of fissured soil slope under rainfall condition[J]. Journal of Transport Science and Engineering,2020,36(2):29-34.

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2022-06-09
  • 出版日期: