在道挖掘中评估膨胀软岩的机械性能和反应:数值模拟研究
Hao Ma1, Youliang Chen1, Lixin Chang2
1Department of Civil Engineering, School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai 200093, China.
支阻力是控制软岩道中水分吸收和膨胀的关键,限制岩石膨胀并确保稳定性. 这项研究有助于设计更好的支系统,用于扩张性软岩挖掘.
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
- 道工程工程 道工程
背景情况:
- 软岩道容易吸收水分和胀,影响稳定性.
- 了解这些动态对于有效的道支设计至关重要.
研究的目的:
- 为了研究道挖掘过程中软岩的水分吸收和膨胀.
- 分析支电阻对这些现象的影响.
- 在数值模拟中比较不同的强度标准和流量规则.
主要方法:
- 使用COMSOL数值模拟进行分析.
- 在压力和拉力负荷下比较莫尔-库伦和德鲁克-普拉格模型.
- 评估了剪切扩张,埋藏深度和支阻力的影响.
主要成果:
- 莫尔-库伦与德鲁克-普拉格在压缩下限制了水的吸收比压力下更多.
- 减少岩石膨胀导致水平移位和地面提升的减少.
- 剪切扩张角的增加导致了更大的岩石膨胀和升起.
结论:
- 支阻力对于限制底位移和确保周围岩石稳定性至关重要.
- 扩张的软岩道的挖掘导致岩石损坏最小.
- 结果为开发更有效的软岩道挖掘支持系统提供了洞察力.
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