Optimising the usage of fly ash in concrete in the construction of roadworks

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dc.contributor.author Zulu, S. en
dc.contributor.author Allopi, D.R. (Dhiren) en
dc.date.accessioned 2016-11-08T12:11:16Z
dc.date.available 2016-11-08T12:11:16Z
dc.date.issued 2015 en
dc.description Paper presented at the 34th Annual Southern African Transport Conference 6-9 July 2015 "Working Together to Deliver - Sakha Sonke", CSIR International Convention Centre, Pretoria, South Africa. en
dc.description.abstract The use of recycled materials in road construction has been around for many years and with the environment getting severely affected by the daily use of natural resources used in construction, every bit of intervention that can provide a relief to the environment is greatly welcomed. This study looked at one of the ways the industry can play a big role in promoting recycling of by-products such as fly ash, on a larger scale, in the cement and concrete industry, by utilizing the fly ash to the optimum. Concrete mixtures of 35MPa with fly ash partially substituting the cement at four levels, 30%, 40%, 50% and 60%, were produced and numerous tests were performed to determine an optimum amount of fly ash that can be used and still obtain better or comparable concrete to ordinary concrete. Performing concrete tests such as compressive strength, durability, slump and setting was done at the Durban University of Technology and Contest laboratories over a period of one year. Also a cost comparison between the ordinary concrete and fly ash concrete was done. The results obtained during compressive testing showed that although the lowest fly ash content (30%) mixture resulted in higher strength over a year, other mixtures also obtained acceptable and very good strength. The durability index testing showed that utilizing higher fly ash content can also result in concrete with good durability qualities. Using higher fly ash content resulted in very workable concrete with good consistency. Also the cost of producing and working the concrete can be greatly reduced when the amount of fly ash is increased. The fly ash content in concrete can be used up to 50% with positive results in concrete structures and the environment. The transport sector can play a big role in promoting sustainable development by incorporating larger scale use of fly ash in construction. en
dc.description.sponsorship The Minister of Transport, South Africa en
dc.description.sponsorship Transportation Research Board of the USA en
dc.format.extent 10 Pages en
dc.format.medium PDF en
dc.identifier.citation Zulu, S & Allopi, DR 2015, "Optimising the usage of fly ash in concrete in the construction of roadworks", Paper presented at the 34th Annual Southern African Transport Conference 6-9 July 2015 "Working Together to Deliver - Sakha Sonke", CSIR International Convention Centre, Pretoria, South Africa. en
dc.identifier.isbn 978-1-920017-63-7 en
dc.identifier.uri http://hdl.handle.net/2263/57736
dc.language.iso en en
dc.publisher Southern African Transport Conference en
dc.rights Southern African Transport Conference en
dc.subject Compressive strength en
dc.subject Fly ash en
dc.subject Environment en
dc.subject.lcsh Transportation en
dc.subject.lcsh Transportation -- Africa en
dc.subject.lcsh Transportation -- Southern Africa en
dc.title Optimising the usage of fly ash in concrete in the construction of roadworks en
dc.type Presentation en


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