Deflection analysis of underpinned secant pile wall

Underpinned retaining wall commonly been used for the construction of underground basement or any other open cut excavation projects, especially in urban areas. The excavation process at a different ground level induced the deflection of the retaining wall. Factors that influence the deformations of...

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Main Author:	Mardi, Marini
Format:	Thesis
Language:	English
Published:	2013
Subjects:	Unspecified
Online Access:	http://eprints.utm.my/id/eprint/33119/1/MariniMardiMFKA2013.pdf
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id	my-utm-ep.33119
record_format	uketd_dc
spelling	my-utm-ep.331192017-06-15T02:00:51Z Deflection analysis of underpinned secant pile wall 2013 Mardi, Marini Unspecified Underpinned retaining wall commonly been used for the construction of underground basement or any other open cut excavation projects, especially in urban areas. The excavation process at a different ground level induced the deflection of the retaining wall. Factors that influence the deformations of retaining wall are the excavation length, excavation depth, wall penetration depth, stiffness of the wall, stiffness of struts, struts spacing, struts preloaded and time dependent. The project focuses on the horizontal movement of the braced retaining wall due to lateral load. The analyses of horizontal deflection are by the beam on elastic foundation (BEF) method (manual calculation) and by the finite-element method (Plaxis v7.2 software). Mohr-Coulomb model is applied in the analysis using Plaxis v7.2. Comparisons are being made on both methods with the secant pile wall field measurement. 2013 Thesis http://eprints.utm.my/id/eprint/33119/ http://eprints.utm.my/id/eprint/33119/1/MariniMardiMFKA2013.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:70010?queryType=vitalDismax&query=Deflection+analysis+of+underpinned+secant+pile+wall&public=true masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	Unspecified
spellingShingle	Unspecified Mardi, Marini Deflection analysis of underpinned secant pile wall
description	Underpinned retaining wall commonly been used for the construction of underground basement or any other open cut excavation projects, especially in urban areas. The excavation process at a different ground level induced the deflection of the retaining wall. Factors that influence the deformations of retaining wall are the excavation length, excavation depth, wall penetration depth, stiffness of the wall, stiffness of struts, struts spacing, struts preloaded and time dependent. The project focuses on the horizontal movement of the braced retaining wall due to lateral load. The analyses of horizontal deflection are by the beam on elastic foundation (BEF) method (manual calculation) and by the finite-element method (Plaxis v7.2 software). Mohr-Coulomb model is applied in the analysis using Plaxis v7.2. Comparisons are being made on both methods with the secant pile wall field measurement.
format	Thesis
qualification_level	Master's degree
author	Mardi, Marini
author_facet	Mardi, Marini
author_sort	Mardi, Marini
title	Deflection analysis of underpinned secant pile wall
title_short	Deflection analysis of underpinned secant pile wall
title_full	Deflection analysis of underpinned secant pile wall
title_fullStr	Deflection analysis of underpinned secant pile wall
title_full_unstemmed	Deflection analysis of underpinned secant pile wall
title_sort	deflection analysis of underpinned secant pile wall
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2013
url	http://eprints.utm.my/id/eprint/33119/1/MariniMardiMFKA2013.pdf
_version_	1747816084012007424

Deflection analysis of underpinned secant pile wall

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