在活动滑坡条件下道的故障模式和相互作用机制
Wenjiao Zhou1,2, Jiawei Fan1,2, Shumao Qiu3
1China Academy of Railway Sciences Co. Ltd, Beijing, 100081, China.
Scientific reports
|January 25, 2025
概括
道建设可以重新激活山体滑坡,威胁交通安全. 这项研究发现,通过不稳定的斜坡的平行道段经历拉伸力,导致因滑坡后边扩张而导致纵向骨折.
科学领域:
- 地质技术工程 地质技术工程
- 工程地质工程地质学
- 运输安全运输安全
背景情况:
- 在容易发生山体滑坡的地区建造道会带来很大的风险.
- 旧的山体滑坡的重新激活可能会危及交通基础设施.
研究的目的:
- 为了研究山体滑坡和道之间的相互作用.
- 分析影响道的滑坡变形和故障特征.
- 确定与山体滑坡活动有关的瓦利比道 (WLBT) 的故障机制.
主要方法:
- 工程地质调查工程地质调查
- 斜坡变形监测 斜坡变形监测
- 监测深度移位的监控.
- 数字模拟 数字模拟
- 实地调查调查 实地调查
主要成果:
- 在WLBT上方发现了两个不稳定的斜坡,带有新的活跃山体滑坡.
- 在滑坡区域内存在浅浅和深深的爬行变形区域.
- 道故障模式被确定为引部分的纵向拉伸断裂.
结论:
- WLBT的引部分与不稳定的斜坡平行运行,经历了山体滑坡后边扩张的拉力.
- 这种相互作用导致了道的纵向拉力断裂损伤,突出了滑坡动态对道完整性的关键影响.
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