Analysis of Soil Resistance on Laterally Loaded Offshore Piles in Inchon Marine Clay

Hyunsung Lim, Sangseom Jeong, Moonkyung Chung

Research output: Contribution to journalConference articlepeer-review

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 languageEnglish
Pages (from-to)147-159
Number of pages13
JournalGeotechnical Special Publication
Volume2018-March
Issue numberGSP 299
DOIs
Publication statusPublished - 2018
Event3rd International Foundation Congress and Equipment Expo 2018: Innovations in Geotechnical Engineering - Honoring Jean-Louis Briaud, IFCEE 2018 - Orlando, United States
Duration: 2018 Mar 52018 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

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