Design Features of the Bangkok Transit System Extension Sukhumvit Line – Part 1
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Bibliographic Details
Author(s): |
Ian James
Benjamin Lusk |
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Medium: | conference paper | ||||
Language(s): | English | ||||
Conference: | IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009 | ||||
Published in: | IABSE Symposium Bangkok 2009 | ||||
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Page(s): | 80-91 | ||||
Total no. of pages: | 9 | ||||
Year: | 2009 | ||||
DOI: | 10.2749/222137809796078667 | ||||
Abstract: |
This paper describes improvements made to the foundations of the Bangkok Transit System Extension (BTSE) Sukhumvit Line – Part 1 to mitigate the problems with differential settlement of the at-grade roads experienced on many existing projects in Bangkok. Features of the new foundations are highlighted and the technical issues that had to be addressed in the design of the viaduct structure due to the new foundation concept are discussed. |
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Keywords: |
post-tensioning rail stress rail-structure interaction precast segment differential settlement Single Pile Transition Block Lateral Deflection Three-Span Unit Rigid Pier
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