Influence of Relative Pile-Soil Stiffness and Load Eccentricity on Single Pile Response in Sand Under Lateral Cyclic Loading-Reference-Cited by-同舟云学术

Influence of Relative Pile-Soil Stiffness and Load Eccentricity on Single Pile Response in Sand Under Lateral Cyclic Loading

Published:2012-01-26 Issue:4 Volume:30 Page:737-751
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Basack Sudip,Dey Sandip

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-011-9490-1.pdf

Reference30 articles.

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2. Anagnostopoulos C, Georgiadis M (1993) Interaction of axial and lateral pile responses. J Geotech Eng Div ASCE 119(4):793–798

3. Ashour M, Norris GM (1999) Liquefaction and undrained response evaluation of sands from drained formulation. J Geotech Geoenviron Eng ASCE 125(8):649–658

4. Basack S (1999) Behaviour of pile under lateral cyclic loading in marine clay. PhD thesis, Jadavpur University, Calcutta, India

5. Basack S (2008a) A boundary element analysis of soil pile interaction under lateral cyclic loading in soft cohesive soil. Asian J Civil Eng (Building and Housing) 9(4):377–388

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