使用削减的岩石质量分离机制:一个数值有限元素分析方法 (FEM)
Andrzej Wójcik1, Kamil Jonak2,3, Robert Karpiński1
1Department of Machine Design and Mechatronics, Faculty of Mechanical Engineering, Lublin University of Technology, Nadbystrzycka 36, 20-618 Lublin, Poland.
Materials (Basel, Switzerland)
|September 28, 2024
概括
这项研究探讨了用于岩石质量脱离的削减的使用,分析了像断裂能量和摩擦这样的关键因素. 这些发现对于在非传统岩石破坏场景中评估杆有效性至关重要.
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
- 结构工程 结构工程
背景情况:
- 在建筑和地质工程中,削减对于稳定结构和土壤至关重要.
- 目前的应用包括斜坡稳定,基础加强和地下支持.
- 建议在岩石质量脱离技术中使用这些的新应用.
研究的目的:
- 为了全面分析岩石质量脱落的机制,使用切断.
- 为了研究断裂能量和摩擦系数对岩石元素脱落的影响.
- 为了评估在非标准条件下和非传统岩石破坏下杆设计的有效性.
主要方法:
- 使用了数值有限元法 (FEM) 分析.
- 模拟故障形状和尺寸变化的影响.
- 在不同的条件下,模拟钻孔内的扩张.
主要成果:
- 详细分析岩石质量脱离机制,使用切割下方.
- 断裂能量和摩擦对脱离过程的量化影响.
- FEM模拟显示了故障形几何学的变化.
结论:
- 削减下垂显示了岩石质量脱离应用的潜力.
- 断裂能量和摩擦是影响脱落有效性的关键参数.
- 该研究为优化设计在非传统岩石媒介破坏方面提供了见解.
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