首页|基于数值模拟的含软弱夹层矿山边坡降雨渗流特征及稳定性分析

基于数值模拟的含软弱夹层矿山边坡降雨渗流特征及稳定性分析

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为研究降雨条件下矿山边坡渗流特征及稳定性的变化规律,文章以某含软弱夹层矿山边坡为研究对象,基于有限元软件,针对不同降雨工况,分析边坡孔隙水压力变化、雨水浸润深度以及稳定系数等关键参数的变化规律.结果表明:降雨时长越长、降雨强度越大,坡顶处横截面孔隙水压力越大、雨水浸润深度越深;边坡稳定系数随降雨时长的增加逐渐减小.该研究成果对提高矿山边坡工程的安全性和可靠性具有一定的理论和实践意义.
Analysis on the Rainfall Seepage Characteristic and Stability of Mine Slope with Weak Interlayer Based on Numerical Simulation
In order to study the variation law of seepage characteristics and stability of mine slope under rainfall conditions,this paper takes a mine slope with weak interlayer as the research object.Based on the finite element software,the variation law of key parameters such as pore water pressure change,rainwater infiltration depth and stability coefficient of slope is analyzed under different rainfall conditions.The results show that the longer the rainfall duration and the greater the rainfall intensity,the greater the cross-sectional pore water pressure at the top of the slope and the deeper the rainwater infiltration depth;the slope stability coefficient gradually decreases with the increase of rainfall duration.The research results have certain theoretical and practical significance for improving the safety and reliability of mine slope engineering.

slope stabilitynumerical simulationseepage characteristicmine with weak interlayer

陈逢慧

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福能联信建设集团有限公司,福建 三明 366000

边坡稳定性 数值模拟 渗流特征 含软弱夹层矿山

2024

工程技术研究
广州钢铁企业集团有限公司

工程技术研究

影响因子:0.081
ISSN:2096-2789
年,卷(期):2024.9(14)