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“Simulation of Soil Pile Interaction of Steel Batter Piles Penetrated in Sandy Soil subjected to Pull-out Loads”

Jebur, AAJ and Atherton, W and Alkhaddar, R and Loffill, E (2016) “Simulation of Soil Pile Interaction of Steel Batter Piles Penetrated in Sandy Soil subjected to Pull-out Loads”. International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, 10 (5). pp. 600-605.

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Abstract

Super structures like offshore platforms, tall buildings, transition towers, skyscrapers and bridges are normally designed to resist compression, uplift and lateral forces from wind waves, negative skin friction, ship impact and other applied loads. Better understanding and the precise simulation of the response of batter piles under the action of independent uplift loads is a vital topic and an area of active research in the field of geotechnical engineering. This paper investigates the use of finite element code (FEC) to examine the behaviour of model batter piles penetrated in dense sand, subjected to pull-out pressure by means of numerical modelling. The concept of the Winkler Model (beam on elastic foundation) has been used in which the interaction between the pile embedded depth and adjacent soil in the bearing zone is simulated by nonlinear

Item Type: Article
Subjects: T Technology > TH Building construction
Divisions: Built Environment
Civil Engineering
Publisher: World Academy of Science, Engineering and Technology
Date Deposited: 25 Jul 2016 08:46
Last Modified: 07 Sep 2017 13:04
DOI or Identification number: 1999.3/10004563
URI: http://researchonline.ljmu.ac.uk/id/eprint/3932

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