Behaviour of piles subjected to passive loading due to embankment construction-Reference-Cited by-同舟云学术

Behaviour of piles subjected to passive loading due to embankment construction

Published:2014-03 Issue:3 Volume:51 Page:303-310
ISSN:0008-3674
Container-title:Canadian Geotechnical Journal
language:en
Short-container-title:Can. Geotech. J.

Author:

Karim M.R.¹,Lo S.-C.R.¹,Gnanendran C.T.¹

Affiliation:

1. School of Engineering and Information Technology, University of New South Wales, Canberra, ACT 2600, Australia.

Abstract

Behaviour of two embedded piles subjected to passive loading due to construction of an embankment was modelled in this paper. The piles were installed at the berm section of an embankment in a later stage of its construction. The investigation was carried out using a combination of two- and three-dimensional analyses. The analysis results were compared with the field-measured values and they agreed well.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Link

http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2012-0468

Reference14 articles.

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