在挖掘新道时,在动态负载下对现有道的稳定性分析
Hao Li1, Sichun Long2, Xiangen Lai3
1School of Earth Sciences and Spatial Information Engineering, Hunan University of Science and Technology, Xiangtan, 411201, China.
Scientific reports
|March 12, 2025
概括
道挖掘在动态列车负载下影响相邻道的稳定性. 动态负载增加排量并降低稳定性,特别是在更高的列车速度,需要精心的工程设计.
科学领域:
- 地质技术工程 地质技术工程
- 道工程工程 道工程
- 结构工程 结构工程
背景情况:
- 道挖掘显著改变了附近现有道的应力状态和稳定性.
- 动态列车载荷引入复杂的力量,必须在道设计中考虑.
- 了解新道建设与现有基础设施之间的相互作用对于安全至关重要.
研究的目的:
- 分析新道挖掘后在动态列车负载下现有道的变形机制.
- 量化动态列车负载对相邻道稳定性的影响.
- 用现场数据验证数值模拟,以获得可靠的工程洞察力.
主要方法:
- 开发一个动态负载模拟方法和一个盾-土壤摩擦计算公式.
- 建立分析周围岩石应力的一种方法.
- 数字模拟用于评估动态负载对道稳定性的影响.
- 将数值结果与现场测量数据进行比较.
主要成果:
- 动态列车负载使最大的垂直和横移分别增加了2.9毫米和1毫米.
- 现有道的安全和稳定系数在动态负载下下降了大约0.1.
- 列车速度的增加加大了动态负载对道稳定性的影响.
- 围绕道的软岩石经历了比硬岩石更大的应力释放,可能会在接口上造成损伤.
结论:
- 道挖掘需要考虑动态列车负载,以确保道的稳定性.
- 高达40公里/小时的动态负载可以与静态负载近似,但更高的速度需要动态分析.
- 这些发现为附近道的工程设计提供了重要的技术见解.
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