Time frequency domain analysis on shotcrete bonding state / Mazlina Razali

The slope reinforcement issues in tropical soil become challenges to geotechnical engineers in designing the support system in order to prevent the major failures. Some of the major failures of shotcrete such as slope reinforcement are due to stress waves which caused by the vibration from heavy veh...

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Main Author: Razali, Mazlina
Format: Thesis
Language:English
Published: 2014
Online Access:https://ir.uitm.edu.my/id/eprint/85781/1/85781.pdf
https://ir.uitm.edu.my/id/eprint/85781/
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spelling my.uitm.ir.857812024-04-18T08:26:36Z https://ir.uitm.edu.my/id/eprint/85781/ Time frequency domain analysis on shotcrete bonding state / Mazlina Razali Razali, Mazlina The slope reinforcement issues in tropical soil become challenges to geotechnical engineers in designing the support system in order to prevent the major failures. Some of the major failures of shotcrete such as slope reinforcement are due to stress waves which caused by the vibration from heavy vehicles, rock deformation and shrinkage and also the blasting activity. All these causes may results to shotcrete debonded, thus reflect problems such as corrosion, buckling, fractured and internal voids creation overtime. The debonded shotcrete may cause severe instability problem. 2014 Thesis NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/85781/1/85781.pdf Time frequency domain analysis on shotcrete bonding state / Mazlina Razali. (2014) Masters thesis, thesis, Universiti Teknologi MARA (UiTM).
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
description The slope reinforcement issues in tropical soil become challenges to geotechnical engineers in designing the support system in order to prevent the major failures. Some of the major failures of shotcrete such as slope reinforcement are due to stress waves which caused by the vibration from heavy vehicles, rock deformation and shrinkage and also the blasting activity. All these causes may results to shotcrete debonded, thus reflect problems such as corrosion, buckling, fractured and internal voids creation overtime. The debonded shotcrete may cause severe instability problem.
format Thesis
author Razali, Mazlina
spellingShingle Razali, Mazlina
Time frequency domain analysis on shotcrete bonding state / Mazlina Razali
author_facet Razali, Mazlina
author_sort Razali, Mazlina
title Time frequency domain analysis on shotcrete bonding state / Mazlina Razali
title_short Time frequency domain analysis on shotcrete bonding state / Mazlina Razali
title_full Time frequency domain analysis on shotcrete bonding state / Mazlina Razali
title_fullStr Time frequency domain analysis on shotcrete bonding state / Mazlina Razali
title_full_unstemmed Time frequency domain analysis on shotcrete bonding state / Mazlina Razali
title_sort time frequency domain analysis on shotcrete bonding state / mazlina razali
publishDate 2014
url https://ir.uitm.edu.my/id/eprint/85781/1/85781.pdf
https://ir.uitm.edu.my/id/eprint/85781/
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score 13.211869