基于高流动性泥的盾牌道段的接维修性能研究
Kan Huang1,2, Kaidi Zhou3, Bin Huang4
1School of Civil and Environmental Engineering, Changsha University of Science and Technology, Changsha, 410114, China.
Scientific reports
|September 30, 2025
概括
钻井和接强化有效地修复受损的护道外,显著提高承载能力和柔性. 这种技术提高了结构安全性,并延长了城市轨道交通系统的使用寿命.
科学领域:
- 土木工程 土木工程是指土木工程.
- 结构工程 结构工程
- 地质技术工程 地质技术工程
背景情况:
- 屏蔽道细分层的结构损坏威胁到城市铁路运输安全.
- 现有的增强方法需要有效的解决方案,以修复受损的道段.
研究的目的:
- 为受损的盾牌道细分外提出和验证一个钻井和接加固技术.
- 分析曲失效机制,并比较强化前后的承载性能.
主要方法:
- 基于弹性塑料理论,开发和验证非钢筋段承载能力的计算方法.
- 进行全面的实验调查,以评估钻井和接加固的有效性.
主要成果:
- 接加固增加了峰值负载9.4%,最终故障位移增加了68%.
- 增强延长了负载位移曲线的高原,提高了承载能力和柔性.
- 理论模型与实验数据有很好的一致性 (差异在10%以内).
结论:
- 钻井和接是修复受损的盾牌道细分层的有效技术.
- 该方法延长了弹性塑料的发育,抑制了裂的传播,并提高了结构安全性.
- 为道结构改造和维护实践提供理论支持.
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