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含弱层边坡稳定性影响因素敏感性分析

常剑

露天采矿技术2026,Vol.41Issue(4):12-17,6.
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露天采矿技术2026,Vol.41Issue(4):12-17,6.DOI:10.13235/j.cnki.ltcm.20260010

含弱层边坡稳定性影响因素敏感性分析

Analysis on influencing factors sensitivity of slopes stability with weak layers

常剑1

作者信息

  • 1. 中煤科工集团沈阳研究院有限公司,辽宁抚顺 113122||露天煤矿灾害防治与生态保护全国重点实验室,辽宁抚顺 113122
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摘要

Abstract

In order to study the sensitivity of influencing factors of slope stability with weak layer,the main influencing factors of slope stability with weak layer are determined based on theoretical analysis,and the stability coefficient of weak layer slope under the influence of multiple factors is analyzed by orthogonal range analysis.The results show that the main factors influencing the stability of the slope with weak layer are the action of water body,the parameters of the weak layer and the geometric structure of the slope.The water content is inversely proportional to the mechanical index of weak layer.With water content increasing,the decrease range of weak layer cohesion and internal friction angle is obvious.The sensitivity order of quantifiable influencing factors is weak layer internal friction angle>weak dip angle>slope angle>groundwater level>weak layer cohesion.

关键词

含弱层边坡/影响因素/边坡稳定系数/正交极差分析/敏感性

Key words

slope with weak layer/influencing factor/stability coefficient/orthogonal range analysis/sensitivity

分类

矿业与冶金

引用本文复制引用

常剑..含弱层边坡稳定性影响因素敏感性分析[J].露天采矿技术,2026,41(4):12-17,6.

基金项目

国家重点研发计划资助项目(2023YFF1306001) (2023YFF1306001)

中国煤炭科工集团有限公司科技创新创业资金专项资助项目(2025-QZ006) (2025-QZ006)

露天采矿技术

1671-9816

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