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Frontiers of Structural and Civil Engineering >> 2021, Volume 15, Issue 6 doi: 10.1007/s11709-021-0779-8
Destructive and non-destructive evaluation of concrete for optimum sand to aggregate volume ratio
1. Department of Civil and Environmental Engineering, Islamic University of Technology (IUT), Organization of Islamic Cooperation (OIC), Board Bazar, Gazipur 1704, Bangladesh;2. Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, The University of New South Wales, Sydney, NSW 2052, Australia;1. Department of Civil and Environmental Engineering, Islamic University of Technology (IUT), Organization of Islamic Cooperation (OIC), Board Bazar, Gazipur 1704, Bangladesh;1. Department of Civil and Environmental Engineering, Islamic University of Technology (IUT), Organization of Islamic Cooperation (OIC), Board Bazar, Gazipur 1704, Bangladesh;3. Department of Civil Engineering, European University of Bangladesh, Mirpur, Dhaka 1216, Bangladesh
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Keywords
aggregates ; non-destructive testing ; sand-to-aggregate volume ratio (s/a) ; maximum aggregate size (MAS)
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