A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Repair Strategy of the Deteriorated Immersed Maastunnel
Abstract The first immersed concrete tunnel in the world is heavily deteriorated due to reinforcement corrosion. Beside its great historical importance, the tunnel is situated in the heart of Rotterdam and is one of the most important city connections. Therefore, upon discovering structural damage, a major task has been to prove that the structural safety is at a reliable and acceptable level (Blom 2013). Consequently a repair plan has been worked out to preserve this tunnel for the future and to minimise disturbance of traffic in the city centre during repair closure. This paper shows the dilemma’s and choices in realising the repair strategy. First the conceptual consideration is shown on why removal of chloride contaminated concrete in this case is preferred above cathodic protection. Secondly, it is shown how to deal with temporarily decreased structural safety and increased probability of cracking during the repair: i.e. in the stage when chloride contaminated concrete is being removed the tunnel is still fully loaded by the ground and water loading. Finally a design plan (including testing, measuring and optimising) is presented on how a repair concrete mix should be designed to meet substrate qualities and ensure good repair quality. Laboratory tests and in situ tests have already been carried out. The paper ends with conclusions and recommendations for future projects.
Repair Strategy of the Deteriorated Immersed Maastunnel
Abstract The first immersed concrete tunnel in the world is heavily deteriorated due to reinforcement corrosion. Beside its great historical importance, the tunnel is situated in the heart of Rotterdam and is one of the most important city connections. Therefore, upon discovering structural damage, a major task has been to prove that the structural safety is at a reliable and acceptable level (Blom 2013). Consequently a repair plan has been worked out to preserve this tunnel for the future and to minimise disturbance of traffic in the city centre during repair closure. This paper shows the dilemma’s and choices in realising the repair strategy. First the conceptual consideration is shown on why removal of chloride contaminated concrete in this case is preferred above cathodic protection. Secondly, it is shown how to deal with temporarily decreased structural safety and increased probability of cracking during the repair: i.e. in the stage when chloride contaminated concrete is being removed the tunnel is still fully loaded by the ground and water loading. Finally a design plan (including testing, measuring and optimising) is presented on how a repair concrete mix should be designed to meet substrate qualities and ensure good repair quality. Laboratory tests and in situ tests have already been carried out. The paper ends with conclusions and recommendations for future projects.
Repair Strategy of the Deteriorated Immersed Maastunnel
Blom, C. B. M. (Kees) (author) / Lukovic, M. (Mladena) (author) / Taffijn, E. (Erik) (author) / Zanten, D. C. (Diederik) (author) / Gellweiler, W. A. (Alex) (author)
2017-08-06
8 pages
Article/Chapter (Book)
Electronic Resource
English
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