Prosjekter
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Ekspertise
Kontaktperson, ekspertise
Publikasjoner
- Classification and quantification of minor iron-sulfide concentrations in concrete aggregate using automated mineralogy
- Changes in cement paste during accelerated mortar bar testing for pyrrhotite containing aggregate Les publikasjonen
- State-of-the-art report – NLFEA of deteriorated concrete structures
- Alkalis Released from Aggregates – Significance for Concrete Performance Testing
- Laboratory and field investigations of alkali-silica reaction prevention by supplementary cementitious materials: Influence of the free alkali loading Les publikasjonen
- Changes in the cement paste due to pyrrhotite reaction during accelerated mortar bar testing
- Comparative evaluation of CEN standard test methods for the determination of the total sulfur content in concrete aggregates
- Assessment of Three Critically ASR-Deteriorated Bridges
- Assessment of Norwegian Bridges Affected by ASR
- NDT methods and sensors for existing concrete structures. Literature review Les publikasjonen
Annen formidling
- Laboratory vs field performance of AARaffected concrete. State of the art and paths moving forward using European and North American guidelines
- Alkalis Released from Aggregates – Significance for Concrete Performance Testing
- Changes in the cement paste due to pyrrhotite reaction during accelerated mortar bar testing
- Comparative evaluation of CEN standard test methods for the determination of the total sulfur content in concrete aggregates
- Assessment of Three Critically ASR-Deteriorated Bridges
- Assessment of Norwegian Bridges Affected by ASR
- Management and Extension of Service Life of infrastructures affected by Alkali‐silica reaction (MESLA)
- Alkali-Aggregate Reactions (AAR): Laboratory vs. field relation – State-of-the-art report (STAR)
- Extended abstract: PARTNER Project post-documentation study - condition assessment of field exposure site cubes. Part II - results of microstructural analyses
- Extended abstract: Correlating field and laboratory investigations for preventing ASR in concrete-the LNEC cube study