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Nov 12, 2013
Influence Analysis of Subgrade Height and Foundation Modulus on Subgrade Dynamic Characteristics under High-Speed Train Load
Authors: Longlong Fu [email protected], Quanmei Gong, and Binglong WangAuthor Affiliations
Publication: ICTE 2013: Safety, Speediness, Intelligence, Low-Carbon, Innovation
Abstract
Subgrade dynamic displacement and stress are strictly restricted in high-speed railway line to guarantee train operation. On basis of the in-situ test study of Beijing-Shanghai ballastless railway line, a numerical model is conducted to investigate dynamic response characteristics under high-speed train load by considering three related factors: subgrade height, foundation modulus, and reinforcement form. Numerical results indicate that according to subgrade dynamic response, the critical subgrade height is 3.0m, the critical foundation modulus is 40MPa, and pile-net and pile-raft composite foundation can satisfy subgrade vertical dynamic displacement threshold (0.200mm) of high-speedrailway line when well-designed.
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© 2013 American Society of Civil Engineers.
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Published online: Nov 12, 2013
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The Key Laboratory of Road and Traffic Engineering, Ministry of Education. Tongji University, 4800 Caoan Road, Shanghai 201804, China. E-mail: [email protected]
Quanmei Gong
The Key Laboratory of Road and Traffic Engineering, Ministry of Education. Tongji University, 4800 Caoan Road, Shanghai 201804, China
Binglong Wang
The Key Laboratory of Road and Traffic Engineering, Ministry of Education. Tongji University, 4800 Caoan Road, Shanghai 201804, China
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