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Analysis of a pile for cyclic loading

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Title Analysis of a pile for cyclic loading
 
Creator NAVALE, AV
DEWAIKAR, DM
SAWANT, VA
 
Description Finite element analysis is presented for pile embedded in cohesive as well as cohesionless soil, subjected to cyclic lateral load. Pile is modelled using beam-column element, whereas nonlinear spring elements are used to represent soil medium. Pile is considered to be linearly elastic. Effect of cyclic loading, is incorporated by degrading soil modulus with number of cycles, and cyclic strain. An iterative procedure is adopted, in which the value of soil modulus is revised after each iteration to make it consistent with pile deflection. Two approaches, LISM and DSPY, are considered in the analysis.
 
Publisher A A BALKEMA PUBLISHERS
 
Date 2011-10-27T01:39:01Z
2011-12-15T09:12:38Z
2011-10-27T01:39:01Z
2011-12-15T09:12:38Z
2000
 
Type Proceedings Paper
 
Identifier GEOSHORE INTERNATIONAL CONFERENCE ON OFFSHORE AND NEARSHORE GEOTECHNICAL ENGINEERING,289-293
90-5809-211-9
http://dspace.library.iitb.ac.in/xmlui/handle/10054/16198
http://hdl.handle.net/100/2796
 
Source Geoshore International Conference on Offshore and Nearshore Geotechnical Engineering,PANVEL, INDIA,DEC 02-03, 1999
 
Language English