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A review of bridge scour monitoring techniques 被引量:14

A review of bridge scour monitoring techniques
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摘要 The high profile failure of the Malahide Viaduct in Dublin, Ireland, which is a part of the EU TEN-T network of critical transport links, was caused by foundation scour. Scour is a common soil-structure interaction problem. In light of current changes in climate, increasing frequency of flooding, coupled with the increasing magnitude of these flood events, will lead to a higher risk of bridge failure. Moni- toring scour is of paramount importance to ensure the continued safe operation of the aging bridge asset network. Most monitoring regimes are based on expensive underwater instrumentation that can often be subjected to damage during times of flooding, when scour risk is at its highest. This paper presents a critical review of existing scour monitoring equipments and methodologies with a particular focus on those using the dynamic response of the structure to indicate the existence and severity of the scour phenomenon affecting the structure. A sensitivity study on a recently developed monitoring method is also undertaken. The high profile failure of the Malahide Viaduct in Dublin, Ireland, which is a part of the EU TEN-T network of critical transport links, was caused by foundation scour. Scour is a common soil-structure interaction problem. In light of current changes in climate, increasing frequency of flooding, coupled with the increasing magnitude of these flood events, will lead to a higher risk of bridge failure. Moni- toring scour is of paramount importance to ensure the continued safe operation of the aging bridge asset network. Most monitoring regimes are based on expensive underwater instrumentation that can often be subjected to damage during times of flooding, when scour risk is at its highest. This paper presents a critical review of existing scour monitoring equipments and methodologies with a particular focus on those using the dynamic response of the structure to indicate the existence and severity of the scour phenomenon affecting the structure. A sensitivity study on a recently developed monitoring method is also undertaken.
出处 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2014年第2期138-149,共12页 岩石力学与岩土工程学报(英文版)
基金 the support of the Earth and Natural Sciences(ENS) Doctoral Studies Program funded by the Higher Education Authority(HEA) through the Program for Research at Third Level Institutions,Cycle 5(PRTLI-5) co-funded by the European Regional Development Fund(ERDF) the European Union Framework 7 project SMART RAIL(Project No.285683)
关键词 Scour Dynamics Monitoring Instruments Bridge failure Scour Dynamics Monitoring Instruments Bridge failure
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