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实验研究对同步接在护道的作用,在沙土层的上层现有道上进行屏蔽道挖掘
Dawei Huang1,2, Wenjian Lu1,2, Wenjun Luo3,4
1State Key Laboratory of Safety and Resilience of Civil Engineering in Mountain Area, East China Jiaotong University, Nanchang, 330013, Jiangxi, China.
Scientific reports
|February 4, 2026
概括
在盾牌道挖掘过程中同步接可以增加地面压力,并导致现有道的显著变形. 控制料填充比率至关重要,以防止过度的道损坏在沙层.
科学领域:
- 地质技术工程 地质技术工程
- 道工程工程 道工程
- 土木工程 土木工程是指土木工程.
背景情况:
- 现有道下的盾牌道在管理地面压力和变形方面存在挑战.
- 同步接在沙地层的盾牌道挖掘过程中对上层结构的影响尚不清楚.
研究的目的:
- 为了研究同步接对土压和在沙层中屏蔽道挖掘过程中现有的道变形的影响.
- 量化地填充比率与道上方的诱导结构反应之间的关系.
主要方法:
- 进行了缩放模型测试 (1:10) 模拟了与同步接的盾牌道.
- 在现有道周围监测地面压力变化.
- 测量了现有道的曲变形,直径变化和形变形.
主要成果:
- 过度填充料增加了土壤压力,特别是在道底部.
- 高料填充比率导致现有道上部集中变形,导致形.
- 由于额外的料负荷,现有的道在接路径上方呈现不均的曲和圆形变形.
结论:
- 在沙地层中进行屏蔽道挖掘时,必须仔细控制土壤填充率,以减轻现有的上层道过度变形.
- 了解这些影响对于在复杂的道运行过程中确保地下基础设施的稳定性和安全性至关重要.
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