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铁路轨道结算模式和控制措施,用于多道建设下一个车站轨道组:一个案例研究
Pinpin Li1, Feng Lu2, Haiyun Huang1
1Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu, 610031, China.
Scientific reports
|June 24, 2024
概括
铁路轨道下的道挖掘导致了可预测的定居和流离失所. 建议使用地面加固和优化施工方法,以最大限度地减少对轨道稳定的影响.
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.
- 道工程工程 道工程
背景情况:
- 白石井道集团的近距离工程项目经过重庆西站轨道集团.
- 列车载荷和道和轨道之间的空间关系需要仔细研究潜在的影响.
研究的目的:
- 在挖掘过程中分析道-层层-轨道系统的沉积模式,水平移位和差异沉积.
- 为了评估轨道变形的撞击范围和时间演变.
- 为地下通道道建设提出缓解策略.
主要方法:
- 使用理论计算来建模系统的行为.
- 使用数值模拟来分析变形模式.
- 实地观察为评估定居和流离失所提供了信息.
主要成果:
- 道顶,地层和轨道沉积物表现出类似的变形模式.
- 轨道变形包括初始提升,然后是结算,最终稳定.
- 挖掘对轨道组的影响范围被确定为25-145米.
- 双轨道的差分结算在35-75米的挖掘中增加,然后稳定.
结论:
- 道挖掘对覆盖的轨道系统产生重大影响,导致可测量的定居和迁移.
- 建议将全截面孔接和表面增强接相结合用于地面增强.
- 优化施工参数 (步骤长度,支关闭) 和加固对于减轻冲击至关重要.
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