评估道附近的断层稳定性:一个数值参数研究和一个无维安全方法
1College of Engineering and Technology, American University of the Middle East, Egaila, 54200, Kuwait. tarek.mohamed@aum.edu.kw.
Scientific reports
|April 3, 2025
概括
道挖掘的安全性取决于了解断层稳定性. 本研究开发了一个无维参数,以准确预测道附近的安全因素和故障滑动位置.
科学领域:
- 地质技术工程 地质技术工程
- 道和地下建筑工程
- 岩石机械学 岩石机械学
背景情况:
- 在地震活跃地区或地质断层附近挖掘道带来了重大的安全挑战.
- 评估道旁边断层的稳定性对于防止灾难性故障和确保工人的安全至关重要.
研究的目的:
- 在道施工过程中对断层稳定性进行全面的数值参数分析.
- 确定影响故障稳定性的关键参数,并制定安全评估的简化方法.
主要方法:
- 进行了数值参数分析,对断层特性,道几何,深度和现场应力等参数进行了变化.
- 开发了一个无维参数,以整合安全评估的多种影响因素.
- 用一个案例研究来验证拟议的安全评估方法.
主要成果:
- 断层角度,道尺寸与断层距离的比率以及初始应力状态被确定为断层稳定性的关键因素.
- 在开发的无维参数和安全因素之间建立了强烈的相关性.
- 提出的方法准确地预测了安全因素和潜在故障滑动的位置.
结论:
- 开发的无维参数为评估道附近断层稳定性提供了可靠和简化的指标.
- 这些发现为地质工程师和建筑规划师提供了宝贵的见解,以提高道安全性.
- 经过验证的方法有助于在地质断层附近的地下建筑项目中主动进行风险管理.
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