Effect of Scour on the Behavior of Laterally Loaded Single Piles in Marine Clay

Marine Georesources and Geotechnology

Volumn 31, Issue 3, 2013, Pages 271-289

  Li, Fen ^a   Han, Jie ^b   Lin, Cheng ^b  

^a WUHAN UNIVERSITY OF TECHNOLOGY   (China)

^b University of Kansas   (United States)

Author keywords

deflection; lateral capacity; pile; scour depth; scour width; soft clay

Indexed keywords

COASTAL STRUCTURES; LATERAL CAPACITY; LATERAL DEFLECTION; LATERALLY LOADED PILE; NUMERICAL RESULTS; PILE LATERAL CAPACITIES; SCOUR DEPTH; SOFT CLAYS;

BRIDGE PIERS; DEFLECTION (STRUCTURES); PILE FOUNDATIONS; SCOUR;

PILES;

CLAY SOIL; COASTAL STRUCTURE; DEFLECTION; FOUNDATION; LOADING; OFFSHORE STRUCTURE; PILE; SCOUR; SOFT CLAY; SOIL-STRUCTURE INTERACTION;

EID: 84877313631     PISSN: 1064119X     EISSN: 15210618     Source Type: Journal    
DOI: 10.1080/1064119X.2012.676157     Document Type: Article

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