Please use this identifier to cite or link to this item:
|Title:||A numerical method for laterally loaded piles||Authors:||Sun, K.||Issue Date:||1994||Citation:||Sun, K. (1994). A numerical method for laterally loaded piles. Computers and Geotechnics 16 (4) : 263-289. ScholarBank@NUS Repository.||Abstract:||A numerical model for a laterally loaded pile in an elastic continuum is presented. The governing differential equations for vertical piles in a homogeneous and a layered soil are obtained by using variational calculus. Two parameters, k and t, are used in this approach to represent the elastic foundation, and an iterative technique is adopted to obtain a consistent energy solution. Both free and fixed headed piles have been considered. Two kinds of boundary conditions of practical interest at the pile tip, floating tip and clamped tip, are also considered. The proposed method has been validated by comparison of the results with those obtained by other available methods. Typical solutions are presented and recommendations are given for their use in design problems. © 1994.||Source Title:||Computers and Geotechnics||URI:||http://scholarbank.nus.edu.sg/handle/10635/54664||ISSN:||0266352X|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Nov 24, 2022
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.