Finite element analysis of pile installation using large-slip frictional contact

Computers and Geotechnics

Volumn 32, Issue 1, 2005, Pages 17-26

  Sheng, Daichao ^a   Eigenbrod, K Dieter ^b   Wriggers, Peter ^c  

^a UNIVERSITY OF NEWCASTLE   (Australia)

^b LAKEHEAD UNIVERSITY   (Canada)

^c LEIBNIZ UNIVERSITY HANNOVER   (Germany)

Author keywords

Contact mechanics; Installation; Pile; Plasticity

Indexed keywords

CLAY PRODUCTS; COMPUTER SIMULATION; FINITE ELEMENT METHOD; FRICTION; LOADING; SOILS; STRAIN; STRESS ANALYSIS;

COMPRESSION ZONE; ELASTO-PLASTIC EXPANSION; SHAFT RESISTANCE; STRESS PATHS;

PILES;

FINITE ELEMENT METHOD; PILE DRIVING; SOIL-STRUCTURE INTERACTION; STRESS FIELD;

EID: 12944314762     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2004.10.004     Document Type: Article

References (12)

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