Effect of Slope and Edge Distance on Lateral Response of Pile Group in Series and Parallel Arrangement Near Slope

Author:

Navale Avinash V.,Solanki C. H.,Sawant V. A.ORCID,Jala Yamini

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference24 articles.

1. Reese LC, Matlock H (1956) Non-dimensional solutions for laterally loaded piles with soil modulus assumed proportional to depth. In: Proceedings of 8th Texas conference on soil mechanics and foundation engineering, Special Publication 21, The University of Texas, Austin, 1–41

2. Muthukkumaran K, Sundaravadivelu R, Gandhi SR (2004) Effect of sloping ground on single pile load deflection behaviour under lateral soil movement. In: Proceedings of the 13th world conference on earthquake engineering, Vancouver, B.C., Canada

3. Martin GR, Chen CY (2005) Response of piles due to lateral slope movement. Comput Struct 83(2005):588–598

4. Georgiadis K, Georgiadis M (2010) Undrained lateral pile response in sloping ground. J Geotech Geoenviron Eng ASCE 136(11):1489–1500. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000373

5. Sawant VA, Shukla SK (2012) Finite element analysis for laterally loaded piles in sloping ground. Coupled Syst Mech Int J 1(1):59–78. https://doi.org/10.12989/csm.2012.1.1.059

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