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

Hyunsung Lim, Sangseom Jeong, Moonkyung Chung

Research output: Contribution to journalConference article

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 Jan 1
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

Fingerprint

Piles
Clay
pile
clay
soil
deflection
Soils
analysis
method
distribution
field study
comparison
test

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

Cite this

Lim, Hyunsung ; Jeong, Sangseom ; Chung, Moonkyung. / Analysis of Soil Resistance on Laterally Loaded Offshore Piles in Inchon Marine Clay. In: Geotechnical Special Publication. 2018 ; Vol. 2018-March, No. GSP 299. pp. 147-159.
@article{dbc651d807684d97a4a79a0e7fe1b04d,
title = "Analysis of Soil Resistance on Laterally Loaded Offshore Piles in Inchon Marine Clay",
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.",
author = "Hyunsung Lim and Sangseom Jeong and Moonkyung Chung",
year = "2018",
month = "1",
day = "1",
doi = "10.1061/9780784481639.009",
language = "English",
volume = "2018-March",
pages = "147--159",
journal = "Geotechnical Special Publication",
issn = "0895-0563",
publisher = "American Society of Civil Engineers (ASCE)",
number = "GSP 299",

}

Analysis of Soil Resistance on Laterally Loaded Offshore Piles in Inchon Marine Clay. / Lim, Hyunsung; Jeong, Sangseom; Chung, Moonkyung.

In: Geotechnical Special Publication, Vol. 2018-March, No. GSP 299, 01.01.2018, p. 147-159.

Research output: Contribution to journalConference article

TY - JOUR

T1 - Analysis of Soil Resistance on Laterally Loaded Offshore Piles in Inchon Marine Clay

AU - Lim, Hyunsung

AU - Jeong, Sangseom

AU - Chung, Moonkyung

PY - 2018/1/1

Y1 - 2018/1/1

N2 - 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.

AB - 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.

UR - http://www.scopus.com/inward/record.url?scp=85048864972&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85048864972&partnerID=8YFLogxK

U2 - 10.1061/9780784481639.009

DO - 10.1061/9780784481639.009

M3 - Conference article

AN - SCOPUS:85048864972

VL - 2018-March

SP - 147

EP - 159

JO - Geotechnical Special Publication

JF - Geotechnical Special Publication

SN - 0895-0563

IS - GSP 299

ER -