Design Recommendations for Pile Subjected to Cyclic Load-Reference-Cited by-同舟云学术

Design Recommendations for Pile Subjected to Cyclic Load

Published:2015-01-04 Issue:4 Volume:33 Page:356-360
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Basack Sudip

Funder

The author gratefully acknowledges the financial support received from All India Council for Technical Education to carry out the entire investigation.

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

http://www.tandfonline.com/doi/pdf/10.1080/1064119X.2013.778378

Reference28 articles.

1. Basack , S. 2008b . Degradation of Soil Pile interactive Performance under Lateral Cyclic Loading. Final Technical Report, UGC Major Research Project, UGC/AM/SB/107/03, Bengal Engineering and Science University, Howrah, India.

2. Basack , S. 2008c . Effect of Lateral Cyclic Loading on Axial Response of Pile Foundation. Final Technical Report, AICTE-CAYT Project, AICTE/AM/SB/164, Bengal Engineering and Science University, Howrah, India.

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

4. Basack , S. 2011 . Single Pile Response to Cyclic Lateral Loading in Sand. In Proceedings, International Conference on Advances in Geotechnical Engineering, Perth, Australia: 1021–1026.

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