Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/65890
Title: Numerical analysis of axially loaded vertical piles and pile groups
Authors: Chin, J.T.
Chow, Y.K. 
Poulos, H.G.
Issue Date: 1990
Source: Chin, J.T.,Chow, Y.K.,Poulos, H.G. (1990). Numerical analysis of axially loaded vertical piles and pile groups. Computers and Geotechnics 9 (4) : 273-290. ScholarBank@NUS Repository.
Abstract: A numerical method, based on a simplified elastic continuum boundary element method, is presented for the settlement analysis of axially loaded vertical piles and pile groups. The soil flexibility coefficients are evaluated using the analytical solutions for a layered elastic half space. Results are presented and compared with existing published solutions for the following cases: (i) piles in homogeneous soil, (ii) piles in finite soil layer, (iii) piles end-bearing on stiffer layer, (iv) piles socketted into stiffer bearing layer, and (v) piles in Gibson soil. Reasonably good agreement is obtained between the present solutions and existing published solutions. © 1990.
Source Title: Computers and Geotechnics
URI: http://scholarbank.nus.edu.sg/handle/10635/65890
ISSN: 0266352X
Appears in Collections:Staff Publications

Show full item record
Files in This Item:
There are no files associated with this item.

Page view(s)

26
checked on Dec 8, 2017

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.