Scour protection at bridge piers / Mohd. Fadzli Harun

One of the problem that arises during the lifetime of a bridge so far, as the foundations are considered is the undermining due to scour at the bridge pier. The scour when it is excessive can cause unequal settlement of foundation or leave part of the structure unsupported due to undermining and thu...

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Main Author: Harun, Mohd. Fadzli
Format: Thesis
Language:English
Published: 1994
Subjects:
Online Access:https://ir.uitm.edu.my/id/eprint/103654/1/103654.pdf
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spelling my-uitm-ir.1036542024-09-30T04:46:56Z Scour protection at bridge piers / Mohd. Fadzli Harun 1994 Harun, Mohd. Fadzli TG Bridge engineering One of the problem that arises during the lifetime of a bridge so far, as the foundations are considered is the undermining due to scour at the bridge pier. The scour when it is excessive can cause unequal settlement of foundation or leave part of the structure unsupported due to undermining and thus cause structural failure. Protecting or limiting extent of local scour around bridge piers is a matter of great interest. Usually designer should make a choice between deep and shallow foundations. The choice is greatly influenced by economy of the project, local geological conditions of the river and flow characteristics. By far, the most commonly used method of protection is to provide loose apron over the area susceptible to scour. As the scour develops, the coarse material covers the sides of the scour hole, thereby paving it and preventing further scour. Several methods of scour protection at bridge piers have been studied and analysed. The most effective and useful method of scour protection to be used, depends on its design and economic criteria. 1994 Thesis https://ir.uitm.edu.my/id/eprint/103654/ https://ir.uitm.edu.my/id/eprint/103654/1/103654.pdf text en public advanced_diploma Universiti Teknologi MARA (UiTM) Faculty of Civil Engineering
institution Universiti Teknologi MARA
collection UiTM Institutional Repository
language English
topic TG Bridge engineering
spellingShingle TG Bridge engineering
Harun, Mohd. Fadzli
Scour protection at bridge piers / Mohd. Fadzli Harun
description One of the problem that arises during the lifetime of a bridge so far, as the foundations are considered is the undermining due to scour at the bridge pier. The scour when it is excessive can cause unequal settlement of foundation or leave part of the structure unsupported due to undermining and thus cause structural failure. Protecting or limiting extent of local scour around bridge piers is a matter of great interest. Usually designer should make a choice between deep and shallow foundations. The choice is greatly influenced by economy of the project, local geological conditions of the river and flow characteristics. By far, the most commonly used method of protection is to provide loose apron over the area susceptible to scour. As the scour develops, the coarse material covers the sides of the scour hole, thereby paving it and preventing further scour. Several methods of scour protection at bridge piers have been studied and analysed. The most effective and useful method of scour protection to be used, depends on its design and economic criteria.
format Thesis
qualification_level advanced_diploma
author Harun, Mohd. Fadzli
author_facet Harun, Mohd. Fadzli
author_sort Harun, Mohd. Fadzli
title Scour protection at bridge piers / Mohd. Fadzli Harun
title_short Scour protection at bridge piers / Mohd. Fadzli Harun
title_full Scour protection at bridge piers / Mohd. Fadzli Harun
title_fullStr Scour protection at bridge piers / Mohd. Fadzli Harun
title_full_unstemmed Scour protection at bridge piers / Mohd. Fadzli Harun
title_sort scour protection at bridge piers / mohd. fadzli harun
granting_institution Universiti Teknologi MARA (UiTM)
granting_department Faculty of Civil Engineering
publishDate 1994
url https://ir.uitm.edu.my/id/eprint/103654/1/103654.pdf
_version_ 1811769260622479360