Alkali-Silica Reaction in concrete pavements considering traffic and de-icing agents
- In concrete pavements, damages occurred which are related to an Alkali-Silica-Reaction (ASR). Although the background for such an ASR has been studied extensively, special conditions in pavements increase this reaction significantly. These are especially the superposition of microstructural degradation caused by cyclic loading with an external alkali supply. Previous investigations of ASR focused mainly on the material itself (aggregates, cements, assessment of the concrete) while these special circumstances have not been considered. Concrete pavements are subjected to cyclic loadings by traffic and climate changes. Within cooperative research projects the different interdependent influencing factors for a damaging ASR in concrete pavements are studied by experiments as well as by numeric modelling. On the micro-level the ASR-related processes within the aggregate, such as gel-formation or ion-transport, are investigated. On the meso-level, the project focuses on the characterizationIn concrete pavements, damages occurred which are related to an Alkali-Silica-Reaction (ASR). Although the background for such an ASR has been studied extensively, special conditions in pavements increase this reaction significantly. These are especially the superposition of microstructural degradation caused by cyclic loading with an external alkali supply. Previous investigations of ASR focused mainly on the material itself (aggregates, cements, assessment of the concrete) while these special circumstances have not been considered. Concrete pavements are subjected to cyclic loadings by traffic and climate changes. Within cooperative research projects the different interdependent influencing factors for a damaging ASR in concrete pavements are studied by experiments as well as by numeric modelling. On the micro-level the ASR-related processes within the aggregate, such as gel-formation or ion-transport, are investigated. On the meso-level, the project focuses on the characterization of degradation effects in the concrete microstructure due to cyclic loading. Further, special attention is paid to the transport behavior of fluids in such pre-damaged concrete structures with and without the effect of overrunning tires as well as the impact on the ASR itself. Finally, on the macro-level the risk of an ASR-damage is assessed.…
Autor*innen: | R. Breitenbücher, R. Przondziono, Birgit MengORCiD, Enno Krütt, Frank WeiseORCiD |
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Dokumenttyp: | Beitrag zu einem Tagungsband |
Veröffentlichungsform: | Graue Literatur |
Sprache: | Englisch |
Titel des übergeordneten Werkes (Englisch): | 13th International Symposium on Concrete Roads |
Jahr der Erstveröffentlichung: | 2018 |
Organisationseinheit der BAM: | 7 Bauwerkssicherheit |
7 Bauwerkssicherheit / 7.1 Baustoffe | |
Erste Seite: | 1 |
Letzte Seite: | 15 |
DDC-Klassifikation: | Technik, Medizin, angewandte Wissenschaften / Ingenieurwissenschaften / Ingenieurwissenschaften und zugeordnete Tätigkeiten |
Technik, Medizin, angewandte Wissenschaften / Ingenieurwissenschaften / Ingenieurbau | |
Freie Schlagwörter: | Alkali-Silica Reaction; Cyclic loading; Degradation; Fluid transport; Traffic |
Themenfelder/Aktivitätsfelder der BAM: | Infrastruktur |
Material | |
Material / Degradation von Werkstoffen | |
Veranstaltung: | 13th International Symposium on Concrete Roads |
Veranstaltungsort: | Berlin, Germany |
Beginndatum der Veranstaltung: | 19.06.2018 |
Enddatum der Veranstaltung: | 22.06.2018 |
Verfügbarkeit des Dokuments: | Datei im Netzwerk der BAM verfügbar ("Closed Access") |
Datum der Freischaltung: | 25.10.2018 |
Referierte Publikation: | Nein |