Please use this identifier to cite or link to this item: https://doi.org/10.1002/(SICI)1096-9853(199903)23:3<243
Title: A method for the analysis of large vertically loaded pile groups
Authors: Hong, D.C.
Chow, Y.K. 
Yong, K.Y. 
Keywords: Computation
Deformation
Pile group
Pile-soil-pile interaction
Issue Date: Mar-1999
Source: Hong, D.C.,Chow, Y.K.,Yong, K.Y. (1999-03). A method for the analysis of large vertically loaded pile groups. International Journal for Numerical and Analytical Methods in Geomechanics 23 (3) : 243-262. ScholarBank@NUS Repository. https://doi.org/10.1002/(SICI)1096-9853(199903)23:3<243
Abstract: An iterative method is described for the analysis of vertically loaded pile groups with a large number of vertical piles. The individual pile response is modelled using load-transfer (t-z) curves while pile-soil-pile interaction is determined using Mindlin's solution. The present method not only keeps all the advantages of the so-called 'hybrid method', but also makes it possible for practising engineers to solve problems of large non-uniformly arranged pile groups in a time-saving way using a personal computer. Good agreement between the present method of analysis and the direct method is observed. A case history is analysed and the computed response of a large pile group compares favourably with the field measurement.
Source Title: International Journal for Numerical and Analytical Methods in Geomechanics
URI: http://scholarbank.nus.edu.sg/handle/10635/54359
ISSN: 03639061
DOI: 10.1002/(SICI)1096-9853(199903)23:3<243
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