Assessment of local scour at bridges abutment

Social and economical damages are the most important damages of the bridge failure. Stability problems of such structures against failure and the depth of the abutments are directly related to the amount of the adjusted scour. Economy, reliability and stability have been the main concerns on enhanci...

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Published in:Research Journal of Applied Sciences, Engineering and Technology
Main Author: Ghazvinei P.T.; Ariffin J.; Abdullah J.; Mohamed T.A.
Format: Article
Language:English
Published: Maxwell Science Publications 2014
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84908574695&doi=10.19026%2frjaset.8.973&partnerID=40&md5=b738ece8bc1339fb50bc6a0ca7af25ec
id 2-s2.0-84908574695
spelling 2-s2.0-84908574695
Ghazvinei P.T.; Ariffin J.; Abdullah J.; Mohamed T.A.
Assessment of local scour at bridges abutment
2014
Research Journal of Applied Sciences, Engineering and Technology
8
3
10.19026/rjaset.8.973
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84908574695&doi=10.19026%2frjaset.8.973&partnerID=40&md5=b738ece8bc1339fb50bc6a0ca7af25ec
Social and economical damages are the most important damages of the bridge failure. Stability problems of such structures against failure and the depth of the abutments are directly related to the amount of the adjusted scour. Economy, reliability and stability have been the main concerns on enhancing the designing of abutment bridges to prevent or reduce embankement scour. In this study a detailed comparison of the researches on scour at abutment bridge are presented including all possible aspects and scour depth estimation formulae. The experimental data for prediction the abutment local scour depth were investigated. Statistical and graphical analysis allow to recommend the most accurate formula in prediction scour depth at the abutment bridges. Availability of additional data and further analysis would allow promoting the bridge abutment design and decreasing the bridges' construction and maintenance cost by increasing the accuracy of the footing depth design. © Maxwell Scientific Organization, 2014.
Maxwell Science Publications
20407459
English
Article
All Open Access; Green Open Access; Hybrid Gold Open Access
author Ghazvinei P.T.; Ariffin J.; Abdullah J.; Mohamed T.A.
spellingShingle Ghazvinei P.T.; Ariffin J.; Abdullah J.; Mohamed T.A.
Assessment of local scour at bridges abutment
author_facet Ghazvinei P.T.; Ariffin J.; Abdullah J.; Mohamed T.A.
author_sort Ghazvinei P.T.; Ariffin J.; Abdullah J.; Mohamed T.A.
title Assessment of local scour at bridges abutment
title_short Assessment of local scour at bridges abutment
title_full Assessment of local scour at bridges abutment
title_fullStr Assessment of local scour at bridges abutment
title_full_unstemmed Assessment of local scour at bridges abutment
title_sort Assessment of local scour at bridges abutment
publishDate 2014
container_title Research Journal of Applied Sciences, Engineering and Technology
container_volume 8
container_issue 3
doi_str_mv 10.19026/rjaset.8.973
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-84908574695&doi=10.19026%2frjaset.8.973&partnerID=40&md5=b738ece8bc1339fb50bc6a0ca7af25ec
description Social and economical damages are the most important damages of the bridge failure. Stability problems of such structures against failure and the depth of the abutments are directly related to the amount of the adjusted scour. Economy, reliability and stability have been the main concerns on enhancing the designing of abutment bridges to prevent or reduce embankement scour. In this study a detailed comparison of the researches on scour at abutment bridge are presented including all possible aspects and scour depth estimation formulae. The experimental data for prediction the abutment local scour depth were investigated. Statistical and graphical analysis allow to recommend the most accurate formula in prediction scour depth at the abutment bridges. Availability of additional data and further analysis would allow promoting the bridge abutment design and decreasing the bridges' construction and maintenance cost by increasing the accuracy of the footing depth design. © Maxwell Scientific Organization, 2014.
publisher Maxwell Science Publications
issn 20407459
language English
format Article
accesstype All Open Access; Green Open Access; Hybrid Gold Open Access
record_format scopus
collection Scopus
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