The influence of supplementary cementitious materials on climate impact of concrete bridges exposed to chloridesShow others and affiliations
2018 (English)In: Construction and Building Materials, ISSN 0950-0618, E-ISSN 1879-0526, Vol. 188, p. 391-398Article in journal (Refereed) Published
Abstract [en]
In order to reach a specific service life of reinforced concrete structures a certain cover thickness is needed. At present, this is regulated by national standards that also limit the amount and type of supplementary cementitious materials in different exposure environments. The regulations do not, however, consider the actual durability performance of concrete with supplementary cementitious materials. As a consequence, the LCA results might be misleading. This paper shows the environmental impact of concrete with supplementary cementitious materials in chloride environment considering their specific performances. Prescriptive and performance based service life prediction models for chloride ingress are applied and compared.Â
Place, publisher, year, edition, pages
Elsevier Ltd , 2018. Vol. 188, p. 391-398
Keywords [en]
Bridge, Chloride ingress, Climate impact, Corrosion, Durability, LCA, Service life, Supplementary cementitious materials (SCM), Sustainability, Bridges, Chlorine compounds, Reinforced concrete, Sustainable development, Chloride environment, Climate impacts, Durability performance, Exposure environment, Performance based, Service life prediction, Supplementary cementitious material, Environmental impact
National Category
Civil Engineering
Identifiers
URN: urn:nbn:se:kth:diva-236596DOI: 10.1016/j.conbuildmat.2018.08.132ISI: 000447579600034Scopus ID: 2-s2.0-85052208549OAI: oai:DiVA.org:kth-236596DiVA, id: diva2:1265758
Note
Export Date: 22 October 2018; Article; CODEN: CBUME; Correspondence Address: Al-Ayish, N.; RISE, CBI Swedish Cement and Concrete Research Institute, Drottning Kristinas v. 26, Sweden; email: nadia.al-ayish@ri.se; Funding text: This project was financed by the Swedish Transport Administration and the CBI Foundation . The authors would also like to acknowledge Majid Solat Yavari for his contribution with the bridge pier case. QC 20181126
2018-11-262018-11-262022-06-26Bibliographically approved