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Study on Pile-slab Structure Subgrade for Ballastless Track of Passenger Dedicated Line |
WEI Yong-xing |
China Railway Eryuan Engineering Group Co. Ltd, Chengdu, Sichuan 610031 ,China |
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Abstract Research purposes: In order to realize the rigid control of settlement after construction of subgrade for ballastless track railway, the proposal of pile-slab structure subgrade is for the first time adopted in the ballastless track integrated pilot section of Suining-Chongqing railway, so the study must be carried out on its working mechanism, bearing capacity and dynamic characteristics.
Research conclusions: The pile-slab structure subgrade is a new type of subgrade structure of ballastless track railway with high bearing capacity, dynamic performance and better economical efficiency. So it can be applied to the soft foundation improvement in the low embankment and cutting section where the engineering geology is complicated and in the special section where the short subgrade is between two bridges(tunnels ) and subgrade in the switch section of newly-built ballastless track railway of passenger dedicated line, simultaneously to the reinforcement and stabilization of the built embankment.
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Received: 23 February 2008
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[1] 中华人民共和国铁道部.客运专线无砟轨道铁路设计指 南[M].北京:中国铁道出版社,2005.
[2] 孙利琴,魏永幸.遂渝线无砟轨道综合试验段路基工程设 计[J].铁道勘察,2007(3):98-101.
[3] 魏永幸,蒋关鲁.客运专线无砟轨道路基关键技术探 讨—以遂渝线无砟轨道综合试验段为例[J].铁道工程 学报,2006(5):39-44.
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