Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/65190
Title: Axially loaded piles and pile groups embedded in a cross-anisotropic soil
Authors: Chow, Y.K. 
Issue Date: Jun-1989
Source: Chow, Y.K. (1989-06). Axially loaded piles and pile groups embedded in a cross-anisotropic soil. Geotechnique 39 (2) : 203-211. ScholarBank@NUS Repository.
Abstract: A numerical procedure is presented to study the behaviour of axially loaded piles and pile groups embedded in a cross-anisotropic soil, with isotropy as a special case. The soil profile may be homogeneous or heterogeneous. A parametric study is performed to investigate the influence of soil with anisotropic properties likely to be relevant to London clay. The results demonstrate the significance of soil anisotropy on the stiffness of single piles. However, its influence on pile-soil-pile interaction, as presented as a stiffness reduction factor, is small, whereas soil inhomogeneity has a greater influence.
Source Title: Geotechnique
URI: http://scholarbank.nus.edu.sg/handle/10635/65190
ISSN: 00168505
Appears in Collections:Staff Publications

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

Page view(s)

45
checked on Dec 15, 2017

Google ScholarTM

Check


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