Effect of lateral rigidity of offshore piles using proposed p-y curves in marine clay

Marine Georesources and Geotechnology

Volumn 27, Issue 1, 2009, Pages 53-77

  Kim, Youngho ^a   Jeong, Sangseom ^a   Won, Jinoh ^b  

^a Yonsei University   (South Korea)

^b Cornell University   (United States)

Author keywords

Field and laboratory test; Numerical analysis; Offshore pile; P y curve; Rigid and flexible pile; Soil pile rigidity

Indexed keywords

BENDING (DEFORMATION); CLAY MINERALS; NUMERICAL ANALYSIS; PILE FOUNDATIONS; RIGIDITY; SOILS; TESTING;

FIELD AND LABORATORY TEST; OFFSHORE PILE; P-Y CURVE; RIGID- AND FLEXIBLE-PILE; SOIL-PILE RIGIDITY;

PILES;

CLAY SOIL; DEFORMATION; LOADING; MODEL TEST; NUMERICAL METHOD; OFFSHORE STRUCTURE; PILE; RIGIDITY;

EID: 59949103578     PISSN: 1064119X     EISSN: 15210618     Source Type: Journal    
DOI: 10.1080/10641190802625551     Document Type: Article

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