Research Article
Jan 1975
Lateral Load-Deflection Prediction for Pile Groups
Publication: Journal of the Geotechnical Engineering Division
Volume 101, Issue 1
Abstract
A simple method of predicting the load-deflection behavior of a laterally loaded pile group is developed by combining a non linear load-deflection analysis for a single pile with an elastic analysis of pile groups. The parameters most influencing the prediction are the soil modulus and the ultimate lateral load of a pile in the group, Hu. The soil modulus may be backfigured from a lateral load test on a single pile and a method of interpretation of the test is described. The lateral load capacity of an isolated single pile also may be estimated and by multiplying this value by a lateral group efficiency factor, Hur may be determined. A number of comparisons between the observed and predicted load-deflection behavior of model pile groups, show good agreement and suggest that the proposed method is capable of providing satisfactory load-deflection predictions for laterally loaded pile groups, provided appropriate values of soil modulus and Hur can be input into the analysis.
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Published In
Journal of the Geotechnical Engineering Division
Volume 101 • Issue 1 • January 1975
Pages: 19 - 34
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Jan 1975
Published online: Feb 10, 2021
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Authors
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Harry G. Poulos, M.ASCE
Reader in Civ. Engrg., Univ. of Sydney, Sydney, Australia
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.