双重地铁道的长期结算是由乘客流量变化下的火车负载引起的
Chunling Yan1, Biaowei Sang2, Xianan Wang1
1School of Civil and Architectural Engineering, Anyang institute of technology, Anyang, Henan, 455000, China.
Scientific reports
|November 1, 2025
概括
地铁运营导致土壤沉积,影响道安全. 结合乘客流量变化的新模型准确地预测了差异结算,这对于道的长期稳定性至关重要.
科学领域:
- 地质技术工程 地质技术工程
- 运输工程 运输工程
- 数据挖掘 数据挖掘
背景情况:
- 地铁运营导致道周围的土壤沉积,对列车安全构成风险.
- 现有的模型过于简化地铁载荷和土壤状况,无法捕捉动态变化.
研究的目的:
- 为地铁道开发一个更准确的差异结算预测模型.
- 分析不同乘客流量对道结算的影响.
主要方法:
- 数据挖掘技术被用来将地铁乘客流量分为四个负载条件.
- 创建了一个差异结算预测模型,集成乘客流量变化.
- 模型性能与上海地铁1号线的长期结算数据进行了验证.
主要成果:
- 在对称中心的道位移是直接在道下面的41.49%.
- 在充满负载和低负载期间之间观察到道位移的差异为84%.
- 与传统方法相比,新模型在长期结算预测方面表现出更高的准确性.
结论:
- 乘客流量的变化显著影响地铁道结算.
- 开发的模型适用于长期定居点研究,增强道安全评估.
- 观察到的定居点主要是由于累积的塑料应变,集中在最初的几年和道附近.
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