A boundary element analysis on the influence of Krc and e/d on the performance of cyclically loaded single pile in clay-Reference-Cited by-同舟云学术

A boundary element analysis on the influence of Krc and e/d on the performance of cyclically loaded single pile in clay

Published:2010-09 Issue:3 Volume:7 Page:265-284
ISSN:1679-7825
Container-title:Latin American Journal of Solids and Structures
language:
Short-container-title:Lat. Am. j. solids struct.

Author:

Basack S.¹

Affiliation:

1. Bengal Engineering & Science University, India

Publisher

FapUNIFESP (SciELO)

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Aerospace Engineering,Automotive Engineering,General Materials Science,Civil and Structural Engineering

Link

http://www.scielo.br/pdf/lajss/v7n3/a03v7n3.pdf

Reference20 articles.

1. The behaviour of axially and laterally loaded pile groups;Banerjee P. K.;Geotechnique,1978

2. Behaviour of pile under lateral cyclic load in marine clay;Basack S.,1999

3. Effect of lateral cyclic loading on axial response of pile foundation: Final Technical Report of AICTE-CAYT Project Report No. AICTE/AM/SB/164/REPORT/FINAL;Basack,2007

4. A boundary element analysis of soil-pile interaction under lateral cyclic loading in soft cohesive soil;Basack S.;Asian Journal of Civil Engineering (Building and Housing),2008

5. Behaviour of single pile under lateral cyclic load in marine clay;Basack S.;Asian Journal of Civil Engineering (Building and Housing),2007

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