Sustainability-based decision support framework for choosing concrete mixture proportions

• Published in: Materials and structures Vol. 51; no. 6; pp. 1 - 16
• Main Authors: Gettu, Ravindra, Pillai, Radhakrishna G., Santhanam, Manu, Basavaraj, Anusha S., Rathnarajan, Sundar, Dhanya, B. S.
• Format: Journal Article
• Language: English
• Published: Dordrecht Springer Netherlands 01.12.2018; Springer Nature B.V
• Subjects: 50 years of Materials and Structures; Building construction; Building Materials; Carbonation; Cement; Civil Engineering; Compressive strength; Engineering; Fly ash; Life cycle assessment; Life cycle engineering; Limestone; Machines; Manufacturing; Materials Science; Mixtures; Portland cements; Processes; Service life; Solid Mechanics; Sustainability; Theoretical and Applied Mechanics; Life cycle assessment; Service life; Supplementary cementitious materials; Sustainability; Chloride diffusion; Carbonation; Concrete; Energy demand; CO; emissions
• ISSN: 1359-5997; 1871-6873
• DOI: 10.1617/s11527-018-1291-z

A framework is proposed, along with two objective indices, for the selection of concrete mixture proportions based on sustainability criteria. The indices combine energy demand and long-term strength as energy intensity, and carbon emissions and durability parameters as A-indices, which represent the apathy toward these essential features of sustainability. The decision support framework is demonstrated by considering a set of 30 concretes with different binders, including ordinary portland cement (OPC), fly ash, slag and limestone calcined clay cement (LC3). In addition to the experimental data on compressive strength, chloride diffusion and carbonation, life cycle assessment has been performed for the concretes considering typical situations in South India. The most sustainable of the concretes studied here, for service life limited by chloride ingress, are those with LC3, OPC replaced by 50% slag, and ternary blends with 20% each of slag and fly ash. In the case of applications where carbonation is critical, the appropriate concretes are those with OPC replaced by 15–30% slag or 15% fly ash, or with ternary blends having 20% slag and 20% Class F fly ash.