Three dimensional numerical simulation to predict performance of laterally loaded piles on clay-sand layered slope

Nguyen, V; Fatahi, B; Khabbaz, H

Three dimensional numerical simulation to predict performance of laterally loaded piles on clay-sand layered slope

Nguyen, V Fatahi, B

Khabbaz, H

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Publisher:: GeoMontreal2013
Publication Type:: Conference Proceeding
Citation:: GeoMontreal2013, 2013, pp. 1 - 6
Issue Date:: 2013-01

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Field	Value	Language
dc.contributor.author	Nguyen, V	en_US
dc.contributor.author	Fatahi, B https://orcid.org/0000-0002-7920-6946	en_US
dc.contributor.author	Khabbaz, H https://orcid.org/0000-0001-6637-4601	en_US
dc.contributor.editor	Technical Committees	en_US
dc.date	2013-09-29	en_US
dc.date.issued	2013-01	en_US
dc.identifier.citation	GeoMontreal2013, 2013, pp. 1 - 6	en_US
dc.identifier.isbn	978-0-920505-56-4	en_US
dc.identifier.uri	http://hdl.handle.net/10453/28425
dc.description.abstract	Predicting the deformation of the laterally loaded piles constructed on a slope is one of the challenging issues in foundation engineering. Numerical modelling is an efficient method to investigate the effects of the distance from the pile centreline to the slope crest on the performance of laterally loaded piles considering the shear plastic deformations of the ground. In this paper, finite element software, ABAQUS, has been employed to simulate the performance of some piles subjected to lateral loads in the sloping ground including sand and clay layers. Appropriate subroutines have been adopted to simulate the soil-pile interface, capable of incorporating the gapping and sliding in the soil-pile interfaces for both sand and clay layers. The numerical results are used to predict the lateral load-deformation of piles for various cases and validated through comparison with an array of full scale field measurements.	en_US
dc.publisher	GeoMontreal2013	en_US
dc.relation.ispartof	GeoMontreal2013	en_US
dc.relation.ispartof	GeoMontreal	en_US
dc.title	Three dimensional numerical simulation to predict performance of laterally loaded piles on clay-sand layered slope	en_US
dc.type	Conference Proceeding
utslib.location	Montreal, Canada	en_US
utslib.location.activity	Montreal, Quebec	en_US
utslib.for	090501 Civil Geotechnical Engineering	en_US
dc.location.activity	Montreal, Quebec	en_US
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
pubs.organisational-group	/University of Technology Sydney/Strength - CBI - Centre for Built Infrastructure
pubs.organisational-group	/University of Technology Sydney/Students
utslib.copyright.status	closed_access
pubs.consider-herdc	true	en_US
pubs.finish-date	2013-10-03	en_US
pubs.place-of-publication	Montreal, Canada	en_US
pubs.start-date	2013-09-29	en_US

Abstract:

Predicting the deformation of the laterally loaded piles constructed on a slope is one of the challenging issues in foundation engineering. Numerical modelling is an efficient method to investigate the effects of the distance from the pile centreline to the slope crest on the performance of laterally loaded piles considering the shear plastic deformations of the ground. In this paper, finite element software, ABAQUS, has been employed to simulate the performance of some piles subjected to lateral loads in the sloping ground including sand and clay layers. Appropriate subroutines have been adopted to simulate the soil-pile interface, capable of incorporating the gapping and sliding in the soil-pile interfaces for both sand and clay layers. The numerical results are used to predict the lateral load-deformation of piles for various cases and validated through comparison with an array of full scale field measurements.

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http://hdl.handle.net/10453/28425