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降雨入渗作用下基底倾角对内排土场边坡变形的影响

王振伟 李元浩 韦永豪 黄科伟 姜海涛 程瑶

煤矿安全2024,Vol.55Issue(6):169-175,7.
煤矿安全2024,Vol.55Issue(6):169-175,7.DOI:10.13347/j.cnki.mkaq.20231020

降雨入渗作用下基底倾角对内排土场边坡变形的影响

The influence of base inclination on slope deformation of inner dump under rainfall infiltration

王振伟 1李元浩 1韦永豪 1黄科伟 1姜海涛 2程瑶3

作者信息

  • 1. 北方工业大学,北京 100144
  • 2. 中岩矿科(北京)矿山工程技术研究院有限公司,北京 100043
  • 3. 北京林业大学,北京 100091
  • 折叠

摘要

Abstract

In order to study the influence of basement inclination on the stability of the dump slope under rainfall conditions,accord-ing to the actual situation of Antaibao Open-pit Coal Mine,FLAC3D software was used to simulate the slope of the dump under the same rain intensity and different base inclination angles.The results show that in the early stage of rainfall,the saturation of the sur-face layer of the dump slope first grows rapidly and tends to the stable value of unsaturation,and when the rainfall infiltrates to the junction of the weak layer and bedrock,the rainwater accumulates at the slope angle under the action of gravity and leads to shear failure at the slope angle.With the increase of the basement inclination,the time lag effect occurred in each monitoring point when it reached saturation or steady state,and the displacement and strain increment were positively correlated with the substrate inclination.

关键词

内排土场/边坡变形/边坡稳定性/FLAC3D/流固耦合/降雨入渗作用

Key words

inner dump/slope deformation/slope stability/FLAC3D/fluid-solid coupling/rainfall infiltration effect

分类

矿业与冶金

引用本文复制引用

王振伟,李元浩,韦永豪,黄科伟,姜海涛,程瑶..降雨入渗作用下基底倾角对内排土场边坡变形的影响[J].煤矿安全,2024,55(6):169-175,7.

基金项目

国家自然科学基金面上资助项目(51774184) (51774184)

北方工业大学毓优团队资助项目(107051360019XN134/017) (107051360019XN134/017)

北方工业大学科研启动基金资助项目(110051360002) (110051360002)

煤矿安全

OA北大核心CSTPCD

1003-496X

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