关于外倾倾斜坡的滑动机制的研究,用于带有风吹砂基的露天矿
Hongze Zhao1,2, Yan Lu1, Binde Qin3
1School of Energy and Mining Engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China.
Heliyon
|August 16, 2024
概括
风吹沙 (WBS) 层显著改变开采矿倾倒坡度的稳定性. 较厚的WBS底座导致扩大滑动区域和不同的故障模式,影响整体安全.
科学领域:
- 地质技术工程 地质技术工程
- 采矿工程 采矿工程 采矿工程
- 环境科学 环境科学
背景情况:
- 风吹沙 (WBS) 在戈壁沙漠等干旱地区普遍存在.
- 露天矿山的外部垃圾很容易受到斜坡运动的影响.
- 了解WBS对垃圾堆稳定性的影响对于矿山安全至关重要.
研究的目的:
- 为了研究不同风吹沙 (WBS) 层厚度对外部倾倒斜坡运动的影响.
- 为了确定不同WBS条件下倾倒斜坡的故障机制和变形特征.
主要方法:
- 类似的模拟实验是在外部倾倒斜坡上进行的,这些倾倒斜坡有,10米WBS和20米WBS基.
- 使用有限差异软件FLAC3D,采用强度降低方法,用于验证.
- 导出了一个与WBS层厚度与倾倒坡道安全系数相关的方程.
主要成果:
- 带有基的斜坡通过循环滑入层而失败.
- 带有10米WBS底座的斜坡表现出复杂的滑动:圆形,线性和底部的剪切.
- 20米WBS基的斜坡在WBS层内呈现圆形滑动,随着WBS厚度的增加,滑动面积扩大.
结论:
- WBS层厚度是影响外部倾倒坡度稳定性和故障模式的关键因素.
- 增加WBS厚度会导致更大的滑动面积和潜在的降低斜坡安全因素.
- 衍生关系为评估WBS影响的倾倒坡度稳定性提供了一种定量工具.
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