FINITE ELEMENT ANALYSES OF GROUND DEFORMATION CAUSED BY RECTANGULAR PIPE ROOFING AND SHIELD TUNNELLING SUPPORT

FINITE ELEMENT ANALYSES OF GROUND DEFORMATION CAUSED BY RECTANGULAR PIPE ROOFING AND SHIELD TUNNELLING SUPPORT

Trough width parameter, K found from the literature mostly were designed for circular shape tunnel and estimation of inflection point, i for rectangular tunnel is yet to be identified by any researcher. Generally, the aim of the study is to do a research on the value of i induce by rectangular tunne...

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Main Author: MOHD NASIR, MUHAMMAD YUSOFF
Format: Thesis
Language:English
Published: 2021
Subjects:
T Technology (General)
Online Access:http://utpedia.utp.edu.my/id/eprint/20500/1/Muhammad%20Yusoff%20Mohd%20Nasir_18003578.pdf
http://utpedia.utp.edu.my/id/eprint/20500/
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Institution: Universiti Teknologi Petronas
Language: English
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spelling oai:utpedia.utp.edu.my:205002024-07-25T09:31:26Z http://utpedia.utp.edu.my/id/eprint/20500/ FINITE ELEMENT ANALYSES OF GROUND DEFORMATION CAUSED BY RECTANGULAR PIPE ROOFING AND SHIELD TUNNELLING SUPPORT MOHD NASIR, MUHAMMAD YUSOFF T Technology (General) Trough width parameter, K found from the literature mostly were designed for circular shape tunnel and estimation of inflection point, i for rectangular tunnel is yet to be identified by any researcher. Generally, the aim of the study is to do a research on the value of i induce by rectangular tunnel to be constructed using FEM analysis. To be specified, the objectives of the study are to compare the Mohr-Coulomb and Hardening Soil model in FEM analysis, followed by an investigation on the soil parameter that effect significantly to the shield and pipe roof support respectively for rectangular tunnel through parametric study, and lastly to develop a design chart of i value for rectangular tunnel through parametric study which comprising variation of tunnel size ratios using numerical analyses. 2021-12 Thesis NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/id/eprint/20500/1/Muhammad%20Yusoff%20Mohd%20Nasir_18003578.pdf MOHD NASIR, MUHAMMAD YUSOFF (2021) FINITE ELEMENT ANALYSES OF GROUND DEFORMATION CAUSED BY RECTANGULAR PIPE ROOFING AND SHIELD TUNNELLING SUPPORT. Masters thesis, Universiti Teknologi PETRONAS.
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Electronic and Digitized Intellectual Asset
url_provider http://utpedia.utp.edu.my/
language English
topic T Technology (General)
spellingShingle T Technology (General)
MOHD NASIR, MUHAMMAD YUSOFF
FINITE ELEMENT ANALYSES OF GROUND DEFORMATION CAUSED BY RECTANGULAR PIPE ROOFING AND SHIELD TUNNELLING SUPPORT
description Trough width parameter, K found from the literature mostly were designed for circular shape tunnel and estimation of inflection point, i for rectangular tunnel is yet to be identified by any researcher. Generally, the aim of the study is to do a research on the value of i induce by rectangular tunnel to be constructed using FEM analysis. To be specified, the objectives of the study are to compare the Mohr-Coulomb and Hardening Soil model in FEM analysis, followed by an investigation on the soil parameter that effect significantly to the shield and pipe roof support respectively for rectangular tunnel through parametric study, and lastly to develop a design chart of i value for rectangular tunnel through parametric study which comprising variation of tunnel size ratios using numerical analyses.
format Thesis
author MOHD NASIR, MUHAMMAD YUSOFF
author_facet MOHD NASIR, MUHAMMAD YUSOFF
author_sort MOHD NASIR, MUHAMMAD YUSOFF
title FINITE ELEMENT ANALYSES OF GROUND DEFORMATION CAUSED BY RECTANGULAR PIPE ROOFING AND SHIELD TUNNELLING SUPPORT
title_short FINITE ELEMENT ANALYSES OF GROUND DEFORMATION CAUSED BY RECTANGULAR PIPE ROOFING AND SHIELD TUNNELLING SUPPORT
title_full FINITE ELEMENT ANALYSES OF GROUND DEFORMATION CAUSED BY RECTANGULAR PIPE ROOFING AND SHIELD TUNNELLING SUPPORT
title_fullStr FINITE ELEMENT ANALYSES OF GROUND DEFORMATION CAUSED BY RECTANGULAR PIPE ROOFING AND SHIELD TUNNELLING SUPPORT
title_full_unstemmed FINITE ELEMENT ANALYSES OF GROUND DEFORMATION CAUSED BY RECTANGULAR PIPE ROOFING AND SHIELD TUNNELLING SUPPORT
title_sort finite element analyses of ground deformation caused by rectangular pipe roofing and shield tunnelling support
publishDate 2021
url http://utpedia.utp.edu.my/id/eprint/20500/1/Muhammad%20Yusoff%20Mohd%20Nasir_18003578.pdf
http://utpedia.utp.edu.my/id/eprint/20500/
_version_ 1805891010769715200

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