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地震荷载作用下双采场排土边坡动态响应数值分析

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地震发生后极易产生各种地质灾害,地震也是引起排土场滑坡的重要因素之一。为了研究边坡在地震作用下的稳定性和变形特征,以某双采场排土场为研究对象,依据现场调研对双采场排土场进行分层,采用犀牛软件建立三维地形图,使用FLAC3D软件对排土场开展了基于时程分析法的地震荷载数值模拟,研究排土场位移时程曲线、安全系数时程变化曲线以及PGA放大系数特征分析。结果显示,地震荷载对排土场横向位移响应较为显著,在重力方向上的位移响应相对较小。高程越高,地震对排土区域的位移变形影响程度更显著。随着地震烈度等级的提高,不同特征点处最大位移量越大,呈现出较好的线性关系。地震烈度等级越高,会对边坡的整体稳定性产生较大影响。地震荷载幅值增大,PGA放大系数整体表现出自由面放大效应,随着边坡高程增加,放大效应有一定衰减趋势。地震频率在边坡固有频率附近容易引发共振现象,从而导致PGA放大系数显著增大,该频率下边坡高程对PGA值的增益效果更为明显,最终得出结论:本文研究的排土场处于稳定状态。本研究为排土场的安全生产及工程防护提供一定的理论依据。
Numerical analysis of dynamic response of double quarry dump slope under seismic loads
After the earthquake,it is easy to produce various geological disasters,and the earthquake is also one of the important factors causing landslides in dumps.The purpose of this paper is to study the stability and deformation characteristics of slope under the action of earthquake.Taking a double quarry dump as the research object,the double quarry dump was stratified according to the field survey,the three-dimensional topography was established by Rhino software.The seismic load numerical simulation based on time history analysis method for dumps was carried out by FLAC3D software,the displacement time history curve was studied,and the safety factor time history curve and the PGA amplification coefficient characteristics were analyzed.The results of this paper:seismic load on the dump lateral displacement response was more significant,the displacement response in the direction of gravity was relatively small.The higher the elevation,the more significant the impact of earthquake on the displacement deformation of dump area.With the increase of seismic intensity grade,the maximum displacement at different feature points was greater,showing a good linear relationship.The higher the seismic intensity grade,the greater the impact on the overall stability of the slope.With the increase of the amplitude of seismic load,the PGA amplification coefficient overall showed a free surface amplification effect.With the increase of the slope elevation,the amplification effect had a certain attenuation trend.The seismic frequency near the natural frequency of the slope was easy to cause resonance phenomenon,which led to a significant increase in the amplification coefficient of PGA.At this frequency,the gain effect of slope elevation on PGA value was more obvious.This paper finally concludes that the dump in this study is in a stable state.The significance of this study:to provide a theoretical basis for the safety production and engineering protection of the dump.

earth displacement fieldseismic loadingdynamic response characteristicsPGAnumerical simulation

梁霁兴、刘磊、万道春、左旭超、梁潇

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昆明理工大学 国土资源工程学院,昆明 650093

攀钢集团矿业有限公司,四川 攀枝花 617016

排土场 地震荷载 动态响应特征 PGA 数值模拟

2025

有色金属(矿山部分)
北京矿冶研究总院

有色金属(矿山部分)

影响因子:0.779
ISSN:1671-4172
年,卷(期):2025.77(1)