Research on slope stability of open-pit mine under coupled seepage-stress

In order to research influence of coupled seepage field and stress field on slope stability of open-pit mine, ABAQUS finite element analysis software was used to establish seepage-stress coupled control equation and finite element model of open-pit mine, and slope stability of open-pit mine was rese...

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發表在:Gong-kuang zidonghua
Main Authors: LI Zhu, XIE Feng
格式: Article
語言:中文
出版: Editorial Department of Industry and Mine Automation 2018-12-01
主題:
在線閱讀:http://www.gkzdh.cn/article/doi/10.13272/j.issn.1671-251x.17368
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author LI Zhu
XIE Feng
author_facet LI Zhu
XIE Feng
author_sort LI Zhu
collection DOAJ
container_title Gong-kuang zidonghua
description In order to research influence of coupled seepage field and stress field on slope stability of open-pit mine, ABAQUS finite element analysis software was used to establish seepage-stress coupled control equation and finite element model of open-pit mine, and slope stability of open-pit mine was researched under coupled seepage-stress. The research results show that rock strength decreases gradually with soaking time prolonging, but when the rock reaches saturation, rock strength tends to be stable. Slope displacement under coupled seepage-stress is larger than the one without seepage, and safety factor of slope reduces with decrease of permeability coefficient of slope body. In open-pit mine field, deep displacement of monitoring points reduces after a support scheme based on shotcrete and prestressed anchor cable is implemented, which shows that the scheme can effectively control slope displacement and reduce adverse effect on slope stability of coupled seepage-stress.
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spelling doaj-art-df7f3cc154cb4bf19b20384fa3c4eadc2025-08-19T22:22:44ZzhoEditorial Department of Industry and Mine AutomationGong-kuang zidonghua1671-251X2018-12-014412838810.13272/j.issn.1671-251x.17368Research on slope stability of open-pit mine under coupled seepage-stressLI Zhu0XIE Feng1Chongqing Water Resources and Electric Engineering College, Chongqing 402160, ChinaTraffic Committee of Wulong, Chongqing 408500, ChinaIn order to research influence of coupled seepage field and stress field on slope stability of open-pit mine, ABAQUS finite element analysis software was used to establish seepage-stress coupled control equation and finite element model of open-pit mine, and slope stability of open-pit mine was researched under coupled seepage-stress. The research results show that rock strength decreases gradually with soaking time prolonging, but when the rock reaches saturation, rock strength tends to be stable. Slope displacement under coupled seepage-stress is larger than the one without seepage, and safety factor of slope reduces with decrease of permeability coefficient of slope body. In open-pit mine field, deep displacement of monitoring points reduces after a support scheme based on shotcrete and prestressed anchor cable is implemented, which shows that the scheme can effectively control slope displacement and reduce adverse effect on slope stability of coupled seepage-stress.http://www.gkzdh.cn/article/doi/10.13272/j.issn.1671-251x.17368open-pit mineslope stabilityslope displacement controlsafety factor of slopeslope supportseepage fieldstress field
spellingShingle LI Zhu
XIE Feng
Research on slope stability of open-pit mine under coupled seepage-stress
open-pit mine
slope stability
slope displacement control
safety factor of slope
slope support
seepage field
stress field
title Research on slope stability of open-pit mine under coupled seepage-stress
title_full Research on slope stability of open-pit mine under coupled seepage-stress
title_fullStr Research on slope stability of open-pit mine under coupled seepage-stress
title_full_unstemmed Research on slope stability of open-pit mine under coupled seepage-stress
title_short Research on slope stability of open-pit mine under coupled seepage-stress
title_sort research on slope stability of open pit mine under coupled seepage stress
topic open-pit mine
slope stability
slope displacement control
safety factor of slope
slope support
seepage field
stress field
url http://www.gkzdh.cn/article/doi/10.13272/j.issn.1671-251x.17368
work_keys_str_mv AT lizhu researchonslopestabilityofopenpitmineundercoupledseepagestress
AT xiefeng researchonslopestabilityofopenpitmineundercoupledseepagestress