一个大规模的三维装置,用于研究地下工程环境中岩石落的故障机制
Gongfeng Xin1,2, Guangyu Yang3,4, Fan Li1,2
1Shandong Key Laboratory of Highway Technology and Safety Assessment, Jinan 250101, China.
Sensors (Basel, Switzerland)
|April 13, 2024
概括
研究人员开发了一种大型实验装置,以模拟地下工程中的岩石落. 这项研究确定了预测岩石落,改善安全和预防策略的关键指标.
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
- 工程安全工程安全工程
背景情况:
- 岩石布对地下工程项目构成重大风险.
- 预测和理解落石机制仍然是一个挑战.
研究的目的:
- 开发和利用一个大规模的3D实验装置来模拟地下工程中的岩石崩失效机制.
- 为了研究模拟挖掘过程中岩石布的动态演变特征.
主要方法:
- 使用了一个大型的3D实验模拟装置 (4m x 4m x 3.3m).
- 该装置模拟了岩石质量结构,应力和逐步挖掘.
- 收集了动态数据,包括块位移,温度,振动频率和声学排放.
主要成果:
- 这项研究成功地模拟了地下工程环境中的岩石落.
- 在岩石落过程中,分析了各种参数的动态进化特征.
- 确定了几种岩石崩的预测指标.
结论:
- 开发的装置为研究岩石落机制提供了有价值的工具.
- 识别的指标可以增强地下工程中的岩石落的预测,预防和控制.
- 这项研究有助于提高地下工程操作的安全性.
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