Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Suitability of cement combinations for carbonation resistance of structural concrete
– This paper aims to assess the suitability of cement combination containing CEM I, fly ash, silica fume and metakaolin for durability design against carbonation-induced corrosion in concrete.
– Cube compressive strengths at 28 days and accelerated carbonation depths at 28 days and at various exposure ages were determined at the water/cement ratios of 0.35, 0.50 and 0.65. To assess their suitability for carbonation-induced corrosion, the material costs and embodied carbon dioxide (eCO2) contents of the concretes at equivalent performance were compared.
– Cement combination concretes achieved equal carbonation resistance with CEM I at higher compressive strengths, lower water/cement ratios and higher cement contents. The comparison of the concretes, at equivalent performance, based on the carbonation-induced corrosion exposure classes XC3 and XC4 (Table A.4 of BS 8500-1), shows that ternary and more binary cement concretes have lower costs and eCO2 contents than those recommended in Table A.6 of BS 8500-1.
– This analysis is limited to a working life of 50 years. Further research is needed to verify the suitability of the cement combinations for a working life of 100 years and for the other aspects of durability design covered in BS 8500.
– Cement combination concretes have lower eCO2 content. Hence, when they are cheaper than CEM I concrete at equivalent performance, they would make concrete construction more economic and environmentally compatible.
– This research suggests the inclusion of metakaolin and ternary cement combination concretes in BS 8500 for durability design against carbonation-induced corrosion.
Suitability of cement combinations for carbonation resistance of structural concrete
– This paper aims to assess the suitability of cement combination containing CEM I, fly ash, silica fume and metakaolin for durability design against carbonation-induced corrosion in concrete.
– Cube compressive strengths at 28 days and accelerated carbonation depths at 28 days and at various exposure ages were determined at the water/cement ratios of 0.35, 0.50 and 0.65. To assess their suitability for carbonation-induced corrosion, the material costs and embodied carbon dioxide (eCO2) contents of the concretes at equivalent performance were compared.
– Cement combination concretes achieved equal carbonation resistance with CEM I at higher compressive strengths, lower water/cement ratios and higher cement contents. The comparison of the concretes, at equivalent performance, based on the carbonation-induced corrosion exposure classes XC3 and XC4 (Table A.4 of BS 8500-1), shows that ternary and more binary cement concretes have lower costs and eCO2 contents than those recommended in Table A.6 of BS 8500-1.
– This analysis is limited to a working life of 50 years. Further research is needed to verify the suitability of the cement combinations for a working life of 100 years and for the other aspects of durability design covered in BS 8500.
– Cement combination concretes have lower eCO2 content. Hence, when they are cheaper than CEM I concrete at equivalent performance, they would make concrete construction more economic and environmentally compatible.
– This research suggests the inclusion of metakaolin and ternary cement combination concretes in BS 8500 for durability design against carbonation-induced corrosion.
Suitability of cement combinations for carbonation resistance of structural concrete
Olufemi Folagbade, Samuel (Autor:in) / David Newlands, Moray (Autor:in)
Journal of Engineering, Design and Technology ; 12 ; 423-439
30.09.2014
17 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Optimising Cement Combinations for Concrete Used in Carbonation and Chloride Exposure Conditions
British Library Conference Proceedings | 2005
|Carbonation Resistance of Recycled Aggregate Concrete Using Different Cement Types
Springer Verlag | 2023
|Carbonation Resistance of Fine Aggregate Concrete with Partial Replacement of Cement
Trans Tech Publications | 2016
|Carbonation Resistance of Fine Aggregate Concrete with Partial Replacement of Cement
British Library Conference Proceedings | 2017
|Carbonation of Limestone Calcined Clay Cement Concrete
Springer Verlag | 2017
|