Numerical analysis to determine the impact of land subsidence on high-speed railway routes in Beijing, China | |
Ye, C. ; Yang, Y. ; Tian, F. ; Luo, Y. ; Zhou, Y. | |
2015 | |
英文摘要 | More than 10 high-speed railway routes with top speeds of 300 km h(-1) are expected to be operational from Beijing by the year 2020. However, the safety of these routes is affected by the occurrence of land subsidence. This paper focuses on the Beijing-Tianjin Intercity High-Speed Railway (BTR), the first high-speed railway in China, to analyze the operational safety of high-speed railway routes by analyzing both regional land subsidence and local differential subsidence caused by groundwater drawing. The Beijing construction stratum is mainly composed of cohesive soil, and the BTR has a maximum accumulative subsidence of > 800mm and a maximum subsidence rate of > 80mm a(-1). In this paper, finite-element software ABAQUS is used to analyze groundwater drawdown and land subsidence caused by local water drawing, and its effect on the bearing capacity of railway bridge pile foundations and the orbit concrete supporting course. The analysis provides a technical basis for developing prevention and control engineering measures against land subsidence so as to guarantee the safe operation of these high-speed railway routes.; CPCI-S(ISTP); wildhorse898@126.com; 493-497; 372 |
语种 | 英语 |
出处 | Prevention and Mitigation of Natural and Anthropogenic Hazards due to Land Subsidence |
DOI标识 | 10.5194/piahs-372-493-2015 |
内容类型 | 其他 |
源URL | [http://ir.pku.edu.cn/handle/20.500.11897/450271] |
专题 | 地球与空间科学学院 |
推荐引用方式 GB/T 7714 | Ye, C.,Yang, Y.,Tian, F.,et al. Numerical analysis to determine the impact of land subsidence on high-speed railway routes in Beijing, China. 2015-01-01. |
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