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...
Saved in:
Main Author: | |
---|---|
Format: | Thesis |
Language: | English |
Published: |
1994
|
Subjects: | |
Online Access: | https://ir.uitm.edu.my/id/eprint/103654/1/103654.pdf |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
id |
my-uitm-ir.103654 |
---|---|
record_format |
uketd_dc |
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 |