Chapter
Dec 27, 2013
A Case Study of Wave Equation Drivability Analysis for Super-Large Diameter Steel Pipe Pile
Authors: L. Han [email protected], A. J. Yao, and H. W. Lu [email protected]Author Affiliations
Publication: International Efforts in Lifeline Earthquake Engineering
Abstract
The super-large diameter steel pipe piles have been used more and more in China in recent years. The driving possibility of pile has already become a major engineering problem for the designer and contractor. Due to the lack of realistic analysis method and construction experience, some piling engineering accidents often appeared, such as hammer refusal, pile damage, etc. A case study of wave equation drivability analysis for the super-large diameter steel pipe pile in a large-scale wind power plant project was performed in this paper. The performance of pile-soil-hammer system and the stress condition of pile movement during driving were described. The driving possibility, a suitable hammer and a rational installation criterion were obtained. The wave equation drivability analysis is to utilize the stress wave and its dynamic effect in the pile shaft generated by hammer impact vibration. This successful application has shown that the wave equation drivability analysis is a very practical tool for the super-large diameter steel pipe pile.
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© 2014 American Society of Civil Engineers.
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Published online: Dec 27, 2013
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ASCE Technical Topics:
- Case studies
- Continuum mechanics
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Foundations
- Geotechnical engineering
- Infrastructure
- Methodology (by type)
- Pile driving
- Pile foundations
- Piles
- Pipe piles
- Pipe sizes
- Pipeline systems
- Pipes
- Research methods (by type)
- Solid mechanics
- Steel piles
- Steel pipes
- Stress waves
- Wave equations
- Waves (mechanics)
Authors
Affiliations
College of Architecture and Civil Engineering, Beijing University of Technology, P.O. Box 100124, City, BJ 086-010, China. E-mail: [email protected]
A. J. Yao
College of Architecture and Civil Engineering, Beijing University of Technology, P.O. Box 100124, City, BJ 086-010, China
Tianjin In-situ Geophysics Scientific Co., Ltd., Mail Stop 300, 250 189th Weiguo Road, TJ, ST 086-022, China. E-mail: [email protected]
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