Chapter
Jun 6, 2018
Analysis of Soil Resistance on Laterally Loaded Offshore Piles in Inchon Marine Clay
Authors: Hyunsung Lim [email protected], Sangseom Jeong [email protected], and Moonkyung Chung [email protected]Author Affiliations
Publication: Innovations in Geotechnical Engineering
Abstract
The load distribution and deflection of offshore piles in Incheon grand bridge are investigated by experimental tests and a lateral load-transfer approach. The emphasis is on an improved wedge failure model developed by considering three-dimensional combination forces and a new hyperbolic p-y criterion. Through comparisons with field case studies, it is found that the method proposed in the present study is more appropriate and realistic for representing the pile-soil interaction for laterally loaded piles in clay than the existing p-y method.
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Information
Published In
Innovations in Geotechnical Engineering
Pages: 147 - 159
Copyright
© 2018 American Society of Civil Engineers.
History
Published online: Jun 6, 2018
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ASCE Technical Topics:
- Clays
- Continuum mechanics
- Design (by type)
- Dynamic loads
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Foundations
- Geomechanics
- Geotechnical engineering
- Lateral loads
- Load distribution
- Load factors
- Load tests
- Marine clays
- Pile foundations
- Pile tests
- Soil analysis
- Soil mechanics
- Soil properties
- Soils (by type)
- Solid mechanics
- Structural design
- Structural dynamics
- Tests (by type)
Authors
Affiliations
Dept. of Civil and Environmental Engineering, Yonsei Univ., Seoul, Republic of Korea. E-mail: [email protected]
Dept. of Civil and Environmental Engineering, Yonsei Univ., Seoul, Republic of Korea. E-mail: [email protected]
Geotechnical Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology, Goyang-si Gyeonggi-do, Republic of Korea. E-mail: [email protected]
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