Behaviour of piles subjected to passive subsoil movement due to embankment construction - a simplified 3D analysis

Karim, M.R. (2013) Behaviour of piles subjected to passive subsoil movement due to embankment construction - a simplified 3D analysis. Computers and Geotechnics, 53. pp. 1-8. ISSN 0266-352X

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    Abstract

    Two trial piles were installed at the berm section of an embankment in the later stage of its construction and one of them was fitted with an oversized casing to isolate its top 3. m from the action of surrounding soil. Lateral bending behaviour these two piles subjected to passive sub soil movements were very different from each other because of the casing and is modelled in this paper using a three dimensional analysis. The effect of relative stiffness of the piles on their lateral bending behaviour is investigated. The effect of interface joint slip on the pile's behaviour is also investigated in a later section of this paper.

    Item Type: Article
    Creators:
    1. Karim, M.R.(Department of Civil Engineering, Faculty of Engineering Building, University of Malaya, 50603 Kuala Lumpur, MALAYSIA)
    Journal or Publication Title: Computers and Geotechnics
    Additional Information: 191MM Times Cited:0 Cited References Count:14
    Uncontrolled Keywords: 3D analysis, Embankment construction, Lateral bending, Relative stiffness, Soil movements, Surrounding soils, Three-dimensional analysis, Embankments, Soils, Piles, bending, construction method, embankment, movement, pile response, soil-structure interaction, stiffness, structural analysis, structural response, subsoil, three-dimensional modeling
    Subjects: T Technology > TA Engineering (General). Civil engineering (General)
    Divisions: Faculty of Engineering
    Depositing User: Mr Jenal S
    Date Deposited: 03 Jan 2014 10:46
    Last Modified: 03 Jan 2014 10:46
    URI: http://eprints.um.edu.my/id/eprint/8773

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