Influence of axial load on the lateral pile groups response in cohesionless and cohesive soil
Author:
Publisher
Springer Science and Business Media LLC
Subject
Architecture,Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11709-015-0289-7.pdf
Reference25 articles.
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2. Karthigeyan S, Ramakrishna V V G S T, Rajagopal K. Numerical investigation of the effect of vertical load on the lateral response of piles. Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133(5): 512–521
3. Poulos H G, Davis E H. Pile Foundation Analysis and Design. John Wiley & Sons, New York, 1980
4. Rollins KM, Olsen K G, Jensen D H, Garrett B H, Olsen R J, Egbert J J. Pile spacing effects on lateral pile group behavior: Analysis. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(10): 1272–1283
5. Zhang L, Mc Vay M, Lai P. Numerical analysis of laterally loaded 3×3 to 7×3 pile groups in sands. Journal of Geotechnical and Geoenvironmental Engineering, 1999, 125(11): 936–946
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