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Management of bridges with shallow foundations exposed to local scour

Authorized Users Only
2018
Authors
Tanasić, Nikola
Hajdin, Rade
Article (Published version)
Metadata
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Abstract
The Serbian road network includes a large portion of bridges with shallow foundations vulnerable to local scour as tragically demonstrated during the extreme flooding in May 2014. Currently, the bridge management procedures in Serbia and worldwide do not comprehensively account for a risk of bridge failure due to flooding and fail to provide sufficient information for the decision-making. Thus, a novel methodology for quantitative vulnerability assessment is suggested as a tool to identify the most vulnerable bridges in a network. Herein, the essential task is evaluation of the conditional probability of a bridge failure due to local scour in a flooding event of a certain magnitude. To apply this approach on a network level, there is a dire need to establish precise practice-ready guidelines on an optimal set of information to be used and/or collected in situ, which is discussed on an example of the Serbian bridge database. The vulnerability of a bridge to local scour may be used as a ...comprehensive indicator of a bridge performance in a flooding event. For a network level, the vulnerability maps with respect to flooding of different magnitudes will give road operators crucial information to apply adequate quality control plans to vulnerable bridges.

Keywords:
Bridge maintenance / floods / local scour / vulnerability assessment / performance indicator / quality control plans
Source:
Structure and Infrastructure Engineering, 2018, 14, 4, 468-476
Publisher:
  • Taylor and Francis Ltd.
Funding / projects:
  • COST Action TU-1406, Quality specifications for roadway bridges, standardization at a European level (BridgeSpec)

DOI: 10.1080/15732479.2017.1406960

ISSN: 1573-2479

WoS: 000426953300005

Scopus: 2-s2.0-85036534458
[ Google Scholar ]
16
8
URI
https://grafar.grf.bg.ac.rs/handle/123456789/956
Collections
  • Radovi istraživača / Researcher's publications
  • Катедра за управљање пројектима у грађевинарству
Institution/Community
GraFar
TY  - JOUR
AU  - Tanasić, Nikola
AU  - Hajdin, Rade
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/956
AB  - The Serbian road network includes a large portion of bridges with shallow foundations vulnerable to local scour as tragically demonstrated during the extreme flooding in May 2014. Currently, the bridge management procedures in Serbia and worldwide do not comprehensively account for a risk of bridge failure due to flooding and fail to provide sufficient information for the decision-making. Thus, a novel methodology for quantitative vulnerability assessment is suggested as a tool to identify the most vulnerable bridges in a network. Herein, the essential task is evaluation of the conditional probability of a bridge failure due to local scour in a flooding event of a certain magnitude. To apply this approach on a network level, there is a dire need to establish precise practice-ready guidelines on an optimal set of information to be used and/or collected in situ, which is discussed on an example of the Serbian bridge database. The vulnerability of a bridge to local scour may be used as a comprehensive indicator of a bridge performance in a flooding event. For a network level, the vulnerability maps with respect to flooding of different magnitudes will give road operators crucial information to apply adequate quality control plans to vulnerable bridges.
PB  - Taylor and Francis Ltd.
T2  - Structure and Infrastructure Engineering
T1  - Management of bridges with shallow foundations exposed to local scour
EP  - 476
IS  - 4
SP  - 468
VL  - 14
DO  - 10.1080/15732479.2017.1406960
ER  - 
@article{
author = "Tanasić, Nikola and Hajdin, Rade",
year = "2018",
abstract = "The Serbian road network includes a large portion of bridges with shallow foundations vulnerable to local scour as tragically demonstrated during the extreme flooding in May 2014. Currently, the bridge management procedures in Serbia and worldwide do not comprehensively account for a risk of bridge failure due to flooding and fail to provide sufficient information for the decision-making. Thus, a novel methodology for quantitative vulnerability assessment is suggested as a tool to identify the most vulnerable bridges in a network. Herein, the essential task is evaluation of the conditional probability of a bridge failure due to local scour in a flooding event of a certain magnitude. To apply this approach on a network level, there is a dire need to establish precise practice-ready guidelines on an optimal set of information to be used and/or collected in situ, which is discussed on an example of the Serbian bridge database. The vulnerability of a bridge to local scour may be used as a comprehensive indicator of a bridge performance in a flooding event. For a network level, the vulnerability maps with respect to flooding of different magnitudes will give road operators crucial information to apply adequate quality control plans to vulnerable bridges.",
publisher = "Taylor and Francis Ltd.",
journal = "Structure and Infrastructure Engineering",
title = "Management of bridges with shallow foundations exposed to local scour",
pages = "476-468",
number = "4",
volume = "14",
doi = "10.1080/15732479.2017.1406960"
}
Tanasić, N.,& Hajdin, R.. (2018). Management of bridges with shallow foundations exposed to local scour. in Structure and Infrastructure Engineering
Taylor and Francis Ltd.., 14(4), 468-476.
https://doi.org/10.1080/15732479.2017.1406960
Tanasić N, Hajdin R. Management of bridges with shallow foundations exposed to local scour. in Structure and Infrastructure Engineering. 2018;14(4):468-476.
doi:10.1080/15732479.2017.1406960 .
Tanasić, Nikola, Hajdin, Rade, "Management of bridges with shallow foundations exposed to local scour" in Structure and Infrastructure Engineering, 14, no. 4 (2018):468-476,
https://doi.org/10.1080/15732479.2017.1406960 . .

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