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.
| Original language | English |
|---|---|
| Pages (from-to) | 147-159 |
| Number of pages | 13 |
| Journal | Geotechnical Special Publication |
| Volume | 2018-March |
| Issue number | GSP 299 |
| DOIs | |
| Publication status | Published - 2018 |
| Event | 3rd International Foundation Congress and Equipment Expo 2018: Innovations in Geotechnical Engineering - Honoring Jean-Louis Briaud, IFCEE 2018 - Orlando, United States Duration: 2018 Mar 5 → 2018 Mar 10 |
Bibliographical note
Funding Information:This work was supported by National Research Foundation of Korea (NRF) (No. 2011-0030040) and KAIA (Korea Agency for Infrastructure Technology Advancement) through the research project "Development of life cycle engineering and construction method for global competitiveness upgrade of cable bridges".
Funding Information:
This work was supported by National Research Foundation of Korea (NRF) (No. 2011-0030040) and KAIA (Korea Agency for Infrastructure Technology Advancement) through the research project “Development of life cycle engineering and construction method for global competitiveness upgrade of cable bridges”.
Publisher Copyright:
© ASCE.
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Architecture
- Building and Construction
- Geotechnical Engineering and Engineering Geology
