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基础坑挖掘与支持措施对底层盾道的影响的理论解决方案
Kailun Ma1,2, Tingting Liu1, Xinping Li1,3
1School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, 430070, China.
Scientific reports
|July 28, 2025
概括
这项研究提出了一种修订后的模型,用于预测附近的基础坑挖掘引起的盾变形. 该模型通过结合挖掘时间和强化效应来提高准确性,确保更安全的城市地下建筑.
科学领域:
- 地质技术工程 地质技术工程
- 土木工程 土木工程是指土木工程.
- 城市规划 城市规划
背景情况:
- 城市铁路运输的增加导致现有的盾牌道上方有更多的基础坑.
- 挖掘改变了负载,导致盾道的移位和变形.
- 确保地铁安全需要为基础坑进行有效的预增强.
研究的目的:
- 开发一个对盾道垂直移位的修订计算模型.
- 为了准确预测和控制道变形在相邻的挖掘过程中.
- 为基础坑支设计提供实际指导.
主要方法:
- 修订了温克勒基础梁模型,包括挖掘时间和支效应.
- 应用了Mindlin的理论,用于垂直应力的校正系数.
- 引入了从数值模拟中得出的基础强化影响系数 (β).
- 使用来自现实世界工程项目的监控数据验证了修订后的模型.
主要成果:
- 修订后的模型准确地预测了盾道的垂直位移.
- 校正系数有效地考虑了挖掘时间和支持措施.
- 基础增强影响系数 (β) 量化了不同增强模式的影响.
- 模型验证证实了其实际适用性和准确性.
结论:
- 拟议的修订模型增强了对盾道变形的预测.
- 精确的变形控制对于地下基础设施的安全至关重要.
- 该研究为城市建设项目中的地质工程师提供了有价值的工具.
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