露天采矿技术2024，Vol.39Issue(3)：71-74,4.DOI:10.13235/j.cnki.ltcm.2024.03.017
山西某露天矿边坡稳定性分析与评价
Analysis and evaluation of slope stability in the open-pit mine of Shanxi
马富国 1马明康2
作者信息
- 1. 山西省忻州市河曲县应急保障中心,山西 忻州 036500
- 2. 中煤科工集团沈阳研究院有限公司,辽宁 抚顺 113122||煤矿安全技术国家重点实验室,辽宁 抚顺 113122
- 折叠
摘要
Abstract
In order to analyze the deformation and failure mechanism of the loess slope in the northern slope of a certain mine in Shanxi and the changes in slope stability after continuous rainfall,a simplified engineering geological model and calculation model of the BB23-1 section in the northern slope were established based on existing geological data and actual on-site operations.Through research methods and means such as finite element modeling,the deformation and failure mode of the loess slope was determined based on the changes in the loess slope within 9 days of rainfall The variation of stability coefficient indicates that with the continuous increase of rainfall,the mechanical shear strength of the loess layer decreases,and the slope is in a limit equilibrium state on the 9th day of rainfall.关键词
黄土边坡/数值模拟/极限平衡/强度折减/稳定性评价Key words
loess slope/numerical simulation/ultimate equilibrium/strength reduction/stability evaluation分类
矿业与冶金引用本文复制引用
马富国,马明康..山西某露天矿边坡稳定性分析与评价[J].露天采矿技术,2024,39(3):71-74,4.
