Lateral Load Capacity of Piles: A Comparative Study Between Indian Standards and Theoretical Approach-Reference-Cited by-同舟云学术

Lateral Load Capacity of Piles: A Comparative Study Between Indian Standards and Theoretical Approach

Published:2018-05-16 Issue:3 Volume:99 Page:587-593
ISSN:2250-2149
Container-title:Journal of The Institution of Engineers (India): Series A
language:en
Short-container-title:J. Inst. Eng. India Ser. A

Author:

Jayasree P. K.^ORCID,Arun K. V.,Oormila R.,Sreelakshmi H.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Agricultural and Biological Sciences (miscellaneous),Building and Construction,Civil and Structural Engineering,Architecture

Link

http://link.springer.com/article/10.1007/s40030-018-0306-7/fulltext.html

Reference9 articles.

1. K.C. Birid, Pile head deflection analysis based on theory, software and field tests, in Proceedings of Indian Geotechnical Conference, Pune (2015), pp. 17–19

2. A.S. Vesic, Bending of beam resting on isotropic elastic solids. J. Eng. Mech. Div. ASCE 87(2), 35–53 (1961)

3. J. Sadrekarimi, M. Akbarzad, Comparative study of methods of determination of coefficient of subgrade reaction. Electron. J. Geotech. Eng. 14(Bundle E), 1–14 (2009)

4. J.C. Shukla, P.J. Shukla, D.L. Shah, Comparison of lateral load capacity of pile using simplified linear spring approach and IS 2911(2010), in Proceedings of Indian Geotechnical Conference, Roorkee (2013), pp. 22–24

5. IS 2911(Part I/Sec II):2010, Design and Construction of Pile Foundations (Bureau of Indian Standards, New Delhi)

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