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降雨条件下体积含水率对堆积体边坡渗流特性的影响研究

张书华 张海龙 赵中华

工程地质学报Issue(5):827-834,8.
工程地质学报Issue(5):827-834,8.DOI:10.13544/j.cnki.jeg.2015.05.003

降雨条件下体积含水率对堆积体边坡渗流特性的影响研究

INFLUENCE OF VOLUMETRIC WATER CONTENT ON SEEPAGE CHARACTERISTICS OF SLOPE DEPOSIT UNDER RAINFALL CONDITIONS

张书华 1张海龙 2赵中华3

作者信息

  • 1. 三峡大学科技学院 宜昌 443002
  • 2. 雅砻江流域水电开发有限公司 成都 610051
  • 3. 湖北清江水电开发有限公司 宜昌 443002
  • 折叠

摘要

Abstract

The highway slope of K48+722 ~800 in Jinping hydropower station is greatly affected by rainfall.The deep stability of this slope is related to the safety of the station project.On the basis of the experimental data,this paper uses Fredlund-Xing method to fit the SWCCs of the slope soils.The volumetric water content is used to represent the initial moist station of the soil.Then the evolution rules of pressure head,the influence of volumetric water content on pressure head and slope stability under rainfall conditions are researched numerically.The results show that,the pressure head at the slope surface and slip increases gradually at early rains.Then the area with increasing pressure head can expend toward the inside of slope body.For a period of time after rainfall,the pressure head of the slope surface and inferior region dissipates,while the pressure head of partial trailing area of slip increases.The pressure head would increase with the volumetric water content.And when the volumetric water content is little,the stability coefficient of slope can keep unchanging for a certain time and then slowly decreases. However,when volumetric water content increases,the stability coefficient of the slope can have an upward trend after rainfall.

关键词

体积含水率/Fredlund/-Xing 方法/压力水头/边坡稳定性/锦屏水电站

Key words

Volumetric water content/Fredlund-Xing method/Pressure head/Slope stability/Jinping hydropower station

分类

交通工程

引用本文复制引用

张书华,张海龙,赵中华..降雨条件下体积含水率对堆积体边坡渗流特性的影响研究[J].工程地质学报,2015,(5):827-834,8.

基金项目

国家自然科学基金(41372297)资助. ()

工程地质学报

OA北大核心CSCDCSTPCD

1004-9665

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