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“Analysis of The Lateral Response of A Reinforced Concrete Pile Penetrated In Sand Soil Using Finite Element”

Jebur, AAJ and Atherton, W and Loffill, E and Alkhaddar, R (2016) “Analysis of The Lateral Response of A Reinforced Concrete Pile Penetrated In Sand Soil Using Finite Element”. In: International Conference for Doctoral Research, 14 May 2016 - 15 May 2016, British University in Dubai. (Unpublished)

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A_Jebur_JMLU_CONCRETE_PILE_PENETRATED_IN_SAND_SOIL_USING_FINITE_ELEMNT (1) (002).pdf - Accepted Version

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Abstract

Pile foundations are slender elements, underneath a major structure, frequently used for many decades as load carrying and load transferring systems from shallow inadequate subsurface soil layers to deep and stiff bearing strata with high degree of efficiency. Moreover, the laterally loaded response of concrete reinforced piles penetrated in sandy soil is normally analysed using Winkler Model (beam on elastic foundation), in which the sand-pile-sand interaction is simulated by highly nonlinear p–y curves. The present study presents the result of numerical analyses of the behaviour of reinforced concrete squared model piles (400 mm in diameter) with embedment depth-to-diameter ratio (L/d) of (20)penetrated in a calibrated chamber of pre prepared dense sand relative density (

Item Type: Conference or Workshop Item (Paper)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TH Building construction
Divisions: Built Environment
Civil Engineering
Date Deposited: 28 Jul 2016 08:10
Last Modified: 18 Nov 2016 11:03
URI: http://researchonline.ljmu.ac.uk/id/eprint/3933

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