Durability behaviour of high-volume fly ash self-compacting recycled aggregate concrete

التفاصيل البيبلوغرافية
العنوان: Durability behaviour of high-volume fly ash self-compacting recycled aggregate concrete
المؤلفون: Krishna Kumar, Kanish Kapoor, Ran Bir Singh, Paramveer Singh
المصدر: Proceedings of the Institution of Civil Engineers - Engineering Sustainability. :1-11
بيانات النشر: Thomas Telford Ltd., 2022.
سنة النشر: 2022
مصطلحات موضوعية: Civil and Structural Engineering
الوصف: This study presents utilisation of high-volume fly ash (HVFA) in the design of self-compacting concrete (SCC) containing alternative aggregate particles. Class F fly ash was used in a binary blend of Portland cement at a fixed dosage of 50% by weight of powder, and natural coarse and fine aggregates were replaced with coarse and fine recycled concrete aggregates (RCAs), respectively, at replacement levels of 0, 50 and 100% by volume. The durability properties of the SCC mixes were studied using the rapid chloride penetration test, initial surface absorption test and capillary suction test. The results of the study showed that the concrete mix made with replacement of natural coarse aggregates with 50% coarse RCAs, the concrete mix made replacement of natural fine aggregates with 50% fine RCAs and the concrete mix made with replacement of both natural coarse and fine aggregates with the respective RCAs at 50% replacement levels had satisfactory performance without compromising their fresh and hardened-state properties. Furthermore, the incorporation of HVFA in SCCs improved the hardened-state properties at later ages of curing due to the secondary pozzolanic reaction.
تدمد: 1751-7680
1478-4629
DOI: 10.1680/jensu.22.00059
URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_________::d46113d14d5982504af7eff09ff94759
https://doi.org/10.1680/jensu.22.00059
رقم الانضمام: edsair.doi...........d46113d14d5982504af7eff09ff94759
قاعدة البيانات: OpenAIRE
الوصف
تدمد:17517680
14784629
DOI:10.1680/jensu.22.00059