Field assessment of a concrete bridge: case study

Eva O.L. Lantsoght

doi:10.1016/B978-0-443-13470-8.00012-5

Field assessment of a concrete bridge: case study

Eva O.L. Lantsoght

Delft University of Technology

Producción científica: Capítulo del libro/informe/acta de congreso › Capítulo › revisión exhaustiva

Resumen

The viaduct Zijlweg, a reinforced concrete bridge with cracking caused by an alkali-silica reaction, is the subject of a case study that is examined in this chapter. The preparation, execution, and postprocessing of the load test serve as the chapter’s primary focus. The load test and analysis of measurements showed that the viaduct’s capacity is adequate for the code-prescribed live loads and that no structural strengthening is necessary. The second topic is a discussion of the economic, environmental, and social cost savings gained from this procedure as opposed to replacing the superstructure.

Idioma original	Inglés
Título de la publicación alojada	Eco-Efficient Repair and Rehabilitation of Concrete Infrastructures
Subtítulo de la publicación alojada	A volume in Woodhead Publishing Series in Civil and Structural Engineering, Second Edition
Editorial	Elsevier
Páginas	139-187
Número de páginas	49
ISBN (versión digital)	9780443134708
ISBN (versión impresa)	9780443134715
DOI	https://doi.org/10.1016/B978-0-443-13470-8.00012-5
Estado	Publicada - 1 ene. 2024

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Field assessment of a concrete bridge: case study

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