Please use this identifier to cite or link to this item: https://doi.org/10.1002/nag.1610110307
Title: RESPONSE OF PILE GROUPS SUBJECTED TO LATERAL LOADS
Authors: LEUNG, CF 
CHOW, YK 
Keywords: Science & Technology
Technology
Engineering, Geological
Materials Science, Multidisciplinary
Mechanics
Engineering
Materials Science
Issue Date: 1-May-1987
Publisher: JOHN WILEY & SONS LTD
Citation: LEUNG, CF, CHOW, YK (1987-05-01). RESPONSE OF PILE GROUPS SUBJECTED TO LATERAL LOADS. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS 11 (3) : 307-314. ScholarBank@NUS Repository. https://doi.org/10.1002/nag.1610110307
Abstract: An approach is presented for the prediction of linear and nonlinear load–deformation behaviour of laterally loaded pile groups. The individual pile response is obtained by the conventional p–y curve technique, while group interaction is modelled using the Mindlin's solution. Good agreement is observed when comparing the present method of analysis with the commonly used interaction factor approach for the computation of response of pile groups embedded in a homogenous, isotropic elastic half‐space. The predicted pile group behaviour also compares favourably with existing field data on laterally loaded pile groups in soft clay. Copyright © 1987 John Wiley & Sons, Ltd
Source Title: INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS
URI: https://scholarbank.nus.edu.sg/handle/10635/211716
ISSN: 03639061
10969853
DOI: 10.1002/nag.1610110307
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