Output details
14 - Civil and Construction Engineering
University of Dundee
Article title
Influence of axial load on lateral pile response in liquefiable soils Part II : numerical modelling
Type
D - Journal article
Title of journal
Géotechnique
Article number
-
Volume number
59
Issue number
7
First page of article
583
ISSN of journal
0016-8505
Year of publication
2009
URL
-
Number of additional authors
1
Additional information
This is a companion paper to Output 1, and developed numerical procedures based on methods for analyzing non-linear post-buckling behavior, which were then applied to piled foundations in seismically-liquefying soil. The work in the paper was included in a submission which won the Turner Prize for Centrifuge Modelling of the University of Cambridge. The work was utilised subsequently in Chapter 3 of the book ‘Design of Pile Foundations in Liquefiable Soils’ (http://www.worldscientific.com/worldscibooks/10.1142/p628) published by Imperial College Press, a second edition of which has recently been commissioned.
Interdisciplinary
-
Cross-referral requested
-
Research group
B - Infrastructure
Proposed double-weighted
No
Double-weighted statement
-
Reserve for a double-weighted output
No
Non-English
No
English abstract
-
