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Dynamic performance evaluation of ballastless track in high-speed railways under subgrade differential settlement

路基 结算(财务) 磁道(磁盘驱动器) 结构工程 平滑度 差速器(机械装置) 振动 岩土工程 流离失所(心理学) 工程类 轨道几何 加速度 汽车工程 计算机科学 机械工程 声学 付款 航空航天工程 万维网 数学分析 物理 经典力学 心理治疗师 数学 心理学
作者
Hongguang Jiang,Yixin Li,Yujie Wang,Kai Yao,Zhanyong Yao,Zhichao Xue,Xueyu Geng
出处
期刊:Transportation geotechnics [Elsevier BV]
卷期号:33: 100721-100721 被引量:41
标识
DOI:10.1016/j.trgeo.2022.100721
摘要

Ballastless tracks are widely used to provide high rail smoothness in high-speed railways. However, the differential settlement inevitably develops in the subgrade soil, which poses a great threat to the track performance and riding quality via the train-rail dynamic interaction. Since the ballastless tracks are extremely difficult to repair during the maintenance window, it is quite necessary to carry out preventive maintenance to keep the track in good conditions. In order to relate the railway performance with the profiles of subgrade differential settlement, a three-dimensional train-ballastless track-subgrade model was developed incorporating 64 combinations of settlement wavelengths and amplitudes at the roadbed surface. The numerical results were first verified with the measured velocity responses at the concrete base in the Beijing-Tianjin high-speed railway. Then the dynamic responses of the train-track system caused by subgrade differential settlement were analyzed, including the dynamic displacement of train wheels and track structure, wheel-rail interaction forces and car body accelerations. Railway performance was further evaluated as track degradation, lower riding comfort and risk of train safety based on these indicators at different settlement profiles. Results show that increasing settlement amplitudes result in stronger dynamic wheel-rail interaction and vibration of car body. However, critical settlement wavelengths of 10 m and 10–20 m are found to exist where the wheel-rail interaction forces and accelerations of the car body reach their peak values, respectively. It also reveals that the current design limits on the subgrade settlement of high-speed railways are infeasible for infrastructure managers to evaluate the railway status or organize the maintenance works. Moreover, the wheel-rail interaction forces are more credible to determine the railway status than the car body acceleration.
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