在相邻的露天采矿区的斜坡上,中间桥和内部倾倒的合作支持效应
Zuchao Liang1, Dong Wang2, Guanghe Li2
1College of Mining Engineering, Liaoning Technical University, Fuxin, 123000, China. lntu_lzc@126.com.
Scientific reports
|January 9, 2026
概括
本研究提出了一种新方法,用于计算在中间桥梁动态拆除期间的坡度稳定性,考虑到桥梁和内部倾倒的联合支. 这些发现为更安全的露天矿山工程奠定了基础.
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
- 土木工程 土木工程是指土木工程.
背景情况:
- 在露天采矿中,动态拆除中间桥梁对斜坡稳定性构成重大挑战.
- 了解桥梁和内部垃圾填埋场之间的协同支持效应对于安全拆除至关重要.
研究的目的:
- 开发一个计算方法,用于在动态中间桥梁拆除期间的坡度稳定性.
- 为了确定倾倒高度和拆除长度之间的定量关系.
- 提出一个二维等效方法,用于内倾倒的协同机械效应.
主要方法:
- 构建了中间桥梁和内部垃圾堆的机械模型.
- 应用了莫尔-库伦剪切强度理论和土壤压力理论.
- 为辅助效应和三维机械效应衍生数学表达式.
- 开发了一种用于内部倾倒的协同效应的二维等效方法.
主要成果:
- 倾倒高度和中间桥梁拆除长度之间建立了定量关系.
- 理论上揭示了内部倾倒高度对同等物理和机械参数的影响.
- 在Zahannaoer开放式煤矿的分阶段拆除项目中成功应用了分析和验证斜坡稳定的方法.
结论:
- 拟议的方法为中间桥梁的动态拆除设计提供了理论基础.
- 该研究为开采矿的工程实施提供了实际见解.
- 这项研究提高了露天采矿业务的安全性和效率.
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