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|Title:||RESPONSE OF PILE GROUPS SUBJECTED TO LATERAL LOADS.||Authors:||Leung, C.F.
|Issue Date:||May-1987||Citation:||Leung, C.F.,Chow, Y.K. (1987-05). RESPONSE OF PILE GROUPS SUBJECTED TO LATERAL LOADS.. International Journal for Numerical and Analytical Methods in Geomechanics 11 (3) : 307-314. ScholarBank@NUS Repository.||Abstract:||An approach is presented for the prediction of linear and nonlinear load-deformation behavior of laterally loaded pile groups. The individual pile response is obtained by the conventional p-y curve technique, while group interaction is modeled using R. D. 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 homogeneous, isotropic elastic half-space. The predicted pile group behavior also compares favorably with existing field data on laterally loaded pile groups in soft clay.||Source Title:||International Journal for Numerical and Analytical Methods in Geomechanics||URI:||http://scholarbank.nus.edu.sg/handle/10635/66095||ISSN:||03639061|
|Appears in Collections:||Staff Publications|
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