Chapter
Apr 26, 2012
Static Behaviors of Piles Foundation of High-Speed Railway Bridge
Authors: Peng Ren, Shangmeng Zhou, and Zezhong JiangAuthor Affiliations
Publication: Logistics: The Emerging Frontiers of Transportation and Development in China
Abstract
The vertical static load test is adopted to investigate 4 super-long bored piles in loess, in which the variation of the axis force in the piles is tested by the vibrating wire strain gauge. Hence, the bearing capacity behavior, load transfer mechanism, lateral friction and end bearing are researched in this paper. With the increase of the vertical static load, the results indicate that: (1) shaft force distribution of a bored pile is different from that of the original; this difference is mainly concentrated on the top 1/3 of the pile length; (2) the enhancing effect of static side resistance and the degradation effect of static side resistance are obtained in sandy soil; (3) the vertical static loading can induce a decrease in the axial stiffness of a single pile; and (4) axial stiffness of a single pile induces 40%∼70%.
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© 2009 American Society of Civil Engineering.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Bored piles
- Bridge engineering
- Bridge foundations
- Bridge tests
- Bridges
- Bridges (by type)
- Caissons
- Engineering fundamentals
- Engineering mechanics
- Field tests
- Foundations
- Geotechnical engineering
- Pile foundations
- Pile tests
- Piles
- Railroad bridges
- Skew bridges
- Static loads
- Statics (mechanics)
- Structural engineering
- Tests (by type)
- Vertical loads
Authors
Affiliations
Peng Ren
Dept. geotechnique of Civil Engineering school, Southwest Jiaotong University, chengdu, 610031 China. E-mail: [email protected]
Shangmeng Zhou
Dept. geotechnique of Civil Engineering school, Southwest Jiaotong University, chengdu, 610031 China
Zezhong Jiang
Dept. geotechnique of Civil Engineering school, Southwest Jiaotong University, chengdu, 610031 China
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