Please use this identifier to cite or link to this item:
|Title:||RESPONSE OF PILE GROUPS SUBJECTED TO LATERAL LOADS.|
|Authors:||Leung, C.F. |
|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|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Dec 22, 2018
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.