煤炭工程 ›› 2023, Vol. 55 ›› Issue (9): 151-157.doi: 10.11799/ce202309026

• 研究探讨 • 上一篇    下一篇

车辆荷载作用下露天煤矿内排土场动力响应特征

朱永东,刘光伟   

  1. 辽宁工程技术大学 矿业学院, 辽宁 阜新 123000
  • 收稿日期:2023-04-17 修回日期:2023-04-23 出版日期:2023-09-20 发布日期:2023-11-23
  • 通讯作者: 刘光伟 E-mail:liuguangwei@lntu.edu.cn

Dynamic Response Characteristics of Open-pit Mine Inner Dumping under Vehicle Load

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  • Received:2023-04-17 Revised:2023-04-23 Online:2023-09-20 Published:2023-11-23

摘要:

为了研究车辆诱发的振动波对岩土质边坡动力响应特性的影响, 以内蒙古元宝山露天煤矿内排土场为原型, 借助MatDEM 软件构建内排土场边坡动力响应模型, 模拟了车辆激振边坡的过程, 并从不同坡面、不同垂直距、不同水平距和同距不同角度等多方面分析了边坡在地震作用下的动力特性及动力响应规律。结果表明, 震源激发的速度波呈圆弧传播, 因波的多次反射和散射导致波场的无序; 振动波传播越远, 波扩散面越大, 波动能量越分散, 土体振动的起始时间越晚, 振幅和频率越小, 表现为土体振动越简单, 距震源3~6m范围内的动力响应较大; 途中遇到的土密实度越大, 波损程度则越大; 振动波在狭窄界面具有聚波的放大效应, 在开阔界面具有散波的缩小效果。

关键词: 露天矿排土场, 边坡稳定性, 振动波特征, 衰减规律, 数值模拟

Abstract:

The effect of vehicle-induced seismic waves on the dynamic response characteristics of geotechnical slopes is one of the important issues in engineering construction. Taking the inner dump of Yuanbaoshan open-pit mine in Inner Mongolia as the prototype, and uses MatDEM software to construct a dynamic response model of the inner dump slope. It simulates the process of vehicle induced vibration of the slope, and analyzes the dynamic characteristics and response laws of the slope under earthquake action from various aspects such as different slope surfaces, different vertical distances, different horizontal distances, and different angles at the same distance. The results indicate that the velocity waves generated by the seismic source propagate in a circular arc, resulting in wave field disorder due to multiple reflections and scattering of the waves. The amplitude and frequency of wave propagation are mainly affected by wave propagation distance and soil compactness. The farther the vibration wave propagates, the larger the wave diffusion surface, the more dispersed the fluctuation energy, the later the onset of soil vibration, the smaller the amplitude and frequency, the simpler the soil vibration, and the larger the dynamic response within 3~6m from the source. The greater the density of the soil encountered on the way, the greater the degree of wave damage. Seismic waves have the amplification effect of converging waves at narrow interfaces and the reduction effect of scattered waves at open interfaces.

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