Chapter
Mar 28, 2013
Time Effect on Bearing Capacity of Jacked Piles Using the Back-Analysis Method
Authors: Tong-Fa Deng [email protected], Zhong-Fang Zhao [email protected], and Yong Gui [email protected]Author Affiliations
Publication: Pavement and Geotechnical Engineering for Transportation
Abstract
The mechanism of the time effect on pile capacity can be interpreted as thixotropic recovery and soil consolidation around the pile. Based on the final installation or jacking force and subsequent reload or re-jacking force, the final load capacity of the pile can be estimated. A parametric inversion was conducted to determine the increasing load capacity curve of the jacked pile, which can be used to estimate the increasing load capacity curve of other piles installed in the same subsurface conditions. The results of this paper are instructive and constructive to the design and construction of jacked piles.
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Published In
Pavement and Geotechnical Engineering for Transportation
Pages: 175 - 182
Copyright
© 2013 American Society of Civil Engineers.
History
Published online: Mar 28, 2013
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ASCE Technical Topics:
- Analysis (by type)
- Consolidated soils
- Construction engineering
- Construction methods
- Curvature
- Design (by type)
- Engineering fundamentals
- Failure analysis
- Foundation design
- Foundations
- Geomechanics
- Geometry
- Geotechnical engineering
- Jacking
- Load bearing capacity
- Load factors
- Mathematics
- Parameters (statistics)
- Pile foundations
- Piles
- Soil mechanics
- Soils (by type)
- Statistics
- Structural design
Authors
Affiliations
Lecturer, Jiangxi University of Science and Technology, Ganzhou, Jiangxi 341000, China. E-mail: [email protected]
Lecturer, Jiangxi University of Science and Technology, Ganzhou, Jiangxi 341000, China. E-mail: [email protected]
Lecturer, College of Applied Science, Jiangxi University of Science and Technology, Ganzhou, Jiangxi 341000, China. E-mail: [email protected]
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