Composite effects of pozzolans in producing high strength recycled aggregate concrete

dc.contributor.authorFernando, AM
dc.contributor.authorGamage, JCPH
dc.contributor.editorHettiarachchi, P
dc.date.accessioned2022-05-18T05:29:43Z
dc.date.available2022-05-18T05:29:43Z
dc.date.issued2021-11
dc.description.abstractOver the years, the unceasing growth and development in the construction industry has resulted in both positives and negatives. The extensive use and disposal of many of the materials used in construction have resulted in the depletion of natural resources, together with piling up of large amounts of construction and demolition waste in landfills, causing adverse effects on the environment, the economy as well as society. The most extensively consumed material in the construction industry can be identified as concrete. Procurement and transportation of raw materials for cement and aggregates which are the two major constituents used in concrete production add significant disturbances to the ecological system. Thousands of research studies have shown the feasibility of using recycled aggregates to produce both normal and high strength concrete with comparable properties to conventional concrete. However, it requires a more allinclusive approach in producing an environmentally friendly solution. This paper discusses the procedure followed in producing cost effective and economical high strength concrete through the composite use of pozzolans namely fly ash, silica fume and rice husk ash (RHA), in both stages of aggregate treatment and concrete production. Results from aggregate testing showed a 26%and 59% reduction in aggregate water absorption and porosity, respectively. Further, enhancements in terms of aggregate specific gravity and crushing value were obtained. Concrete which contained RHA in both stages, attained a compressive strength of 55.4 MPa, which was even higher than the control mix containing natural aggregates. The same mix of concrete showed a 12% increase in its surface resistivity. This indicates the possibility of achieving high strengths, even with the use of RA derived from parent concretes of lower grades, and not many studies have focussed on this aspect of high strength recycled aggregate concrete production (HS-RAC).en_US
dc.identifier.citationFernando, A.M., & Gamage, J.C.P.H. (2021). Composite effects of pozzolans in producing high strength recycled aggregate concrete [Abstract]. In P. Hettiarachchi (Ed.), Proceedings of Civil Engineering Research Symposium 2021 (p. 5). Department of Civil Engineering, University of Moratuwa.en_US
dc.identifier.conferenceCivil Engineering Research Symposium 2021en_US
dc.identifier.departmentDepartment of Civil Engineeringen_US
dc.identifier.emailashanif1995@gmail.comen_US
dc.identifier.facultyEngineeringen_US
dc.identifier.pgnosp. 5en_US
dc.identifier.placeKatubeddaen_US
dc.identifier.proceedingProceedings of Civil Engineering Research Symposium 2021en_US
dc.identifier.urihttp://dl.lib.uom.lk/handle/123/17851
dc.identifier.year2021en_US
dc.language.isoenen_US
dc.publisherDepartment of Civil Engineering, University of Moratuwaen_US
dc.subjectRecycled concrete aggregateen_US
dc.subjectSurface treatmenten_US
dc.subjectDual pozzolansen_US
dc.subjectRice husk ashen_US
dc.subjectHigh strength concreteen_US
dc.titleComposite effects of pozzolans in producing high strength recycled aggregate concreteen_US
dc.typeConference-Abstracten_US

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