在非均应力场下的矩形道路周围岩石应力和塑料区的分析解决方案
Renliang Shan1, Haobo Bai2, Yongzhen Li1
1China University of Mining & Technology (Beijing), Beijing, 100000, China.
Scientific reports
|November 10, 2024
概括
这项研究使用弹性理论来模拟矩形道路稳定性. 它揭示了应力不对称性和道路尺寸如何影响塑料区域形状,为矿井设计提供了指导.
科学领域:
- 地质技术工程 地质技术工程
- 岩石机械学 岩石机械学
- 应用数学 应用数学 应用数学
背景情况:
- 周围岩石中的塑料区域表明变形和故障.
- 了解这一区域对于道路的稳定性和安全性至关重要.
研究的目的:
- 建立矩形道路的机械模型.
- 为了获得应力和塑性区域边界的分析解决方案.
- 研究应力不对称和几何比对塑性区域形态学的影响.
主要方法:
- 复杂变量函数和弹性理论的应用.
- 导出应力分布的分析解决方案.
- 使用莫尔-库伦标准来定义塑料区边界.
- 通过数值模拟和工程案例研究验证.
主要成果:
- 获得了应力和塑性区域边界的分析解决方案.
- 道路两侧的塑料区域是弧形的.
- 压力不对称性在屋顶和地板上形成了花形的塑料区域.
- 侧压系数和高度宽度比率显著影响应力和塑性区域特征.
结论:
- 分析方法准确地预测压力和塑性区域的行为.
- 这些发现为矩形道路设计和施工提供了可靠的理论指导.
- 该研究表明,在煤矿环境中具有良好的工程适用性.
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