Effect of Strike-Slip Fault Rupture on Piled Raft Foundation

Rasouli, H; Fatahi, B

Effect of Strike-Slip Fault Rupture on Piled Raft Foundation

Rasouli, H

Fatahi, B

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Publisher:: Springer
Publication Type:: Conference Proceeding
Citation:: Challenges and Innovations in Geomechanics, 2021, 126, pp. 653-660
Issue Date:: 2021-01-01

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Field	Value	Language
dc.contributor.author	Rasouli, H https://orcid.org/0000-0002-3369-8105
dc.contributor.author	Fatahi, B https://orcid.org/0000-0002-7920-6946
dc.contributor.editor	Barla, M
dc.contributor.editor	Di Donna, A
dc.contributor.editor	Sterpi, D
dc.date	2021-05-05
dc.date.accessioned	2022-06-24T01:08:14Z
dc.date.available	2022-06-24T01:08:14Z
dc.date.issued	2021-01-01
dc.identifier.citation	Challenges and Innovations in Geomechanics, 2021, 126, pp. 653-660
dc.identifier.isbn	978-3-030-64517-5
dc.identifier.issn	2366-2557
dc.identifier.issn	2366-2565
dc.identifier.uri	http://hdl.handle.net/10453/158342
dc.description.abstract	This paper presents the interaction mechanism of a 12-story building sitting on a piled raft foundation with a strike-slip fault rupture. The mechanical response of foundation including both structural and geotechnical response of the foundation are evaluated through three-dimensional numerical modelling using ABAQUS. The obtained results showed that the raft significantly suffers from rotation about the vertical axpipelinis and horizontal displacement. Both bending moment and shear forces in piles due to fault rupture exceeded the capacity values of piles. The maximum bending moment and shear forces within piles took place at the connection of piles to the raft and exceeded allowable values when the fault slipped more than 0.3 m.
dc.language	en
dc.publisher	Springer
dc.relation.ispartof	Challenges and Innovations in Geomechanics
dc.relation.ispartof	International Conference of the International Association for Computer Methods and Advances in Geomechanics
dc.relation.ispartofseries	Lecture Notes in Civil Engineering
dc.relation.isbasedon	10.1007/978-3-030-64518-2_77
dc.rights	info:eu-repo/semantics/closedAccess
dc.title	Effect of Strike-Slip Fault Rupture on Piled Raft Foundation
dc.type	Conference Proceeding
utslib.citation.volume	126
utslib.location.activity	Virtual
utslib.for	0905 Civil Engineering
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
utslib.copyright.status	closed_access	*
pubs.consider-herdc	false
dc.date.updated	2022-06-24T01:08:13Z
pubs.finish-date	2021-05-08
pubs.place-of-publication	Switzerland
pubs.publication-status	Published
pubs.start-date	2021-05-05
pubs.volume	126
dc.location	Switzerland

Abstract:

This paper presents the interaction mechanism of a 12-story building sitting on a piled raft foundation with a strike-slip fault rupture. The mechanical response of foundation including both structural and geotechnical response of the foundation are evaluated through three-dimensional numerical modelling using ABAQUS. The obtained results showed that the raft significantly suffers from rotation about the vertical axpipelinis and horizontal displacement. Both bending moment and shear forces in piles due to fault rupture exceeded the capacity values of piles. The maximum bending moment and shear forces within piles took place at the connection of piles to the raft and exceeded allowable values when the fault slipped more than 0.3 m.

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http://hdl.handle.net/10453/158342