一种混合的定量方法,用于评估岩石道中的地质技术危险,使用有限元和变化系数方法
1Department of Mining Engineering, Hamedan University of Technology, Hamedan, Iran. sasan_gh22@yahoo.com.
Scientific reports
|August 6, 2025
概括
本研究引入了一种混合定量方法,用于评估道设计中的地质技术危险,考虑地力学参数的不确定性. 该方法有效地识别了压缩潜力作为地质构成的主要危险.
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
- 道道是为了道.
背景情况:
- 地质技术危险在道设计中存在重大风险,原因是地力学参数的不确定性.
- 统计分析对于全面评估地下工程中的风险至关重要.
研究的目的:
- 通过混合定量方法调查阿尔博尔兹道的地质技术危险.
- 将地力学参数的不确定性纳入风险评估过程中.
- 开发一个模型来预测岩石道中的危险.
主要方法:
- 采用混合方法,将有限元素方法 (FEM) 和变化系数方法 (VCM) 结合起来.
- 在五个统计间隔中为三个道构造生成了地力学参数值.
- 通过使用FEM进行数值模拟来分析位移,轴向力和应力.
主要成果:
- 计算了三个关键的地质技术危险:挤压潜力,地震活动效应和应力度.
- 确定压缩潜力是所有地质构造中脆弱性指数最高的危险.
- 用FEM输出来量化基于生成的参数不确定性的危险水平.
结论:
- 介绍的混合模型有效地调查和预测岩石道中的危险.
- 这种方法减轻了地力学参数不确定性对安全和经济道设计的影响.
- 这些发现为地下建筑项目的风险管理提供了宝贵的见解.
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