Irfan Prasetia, Achmad Maulana
In this study, effects of crushed stone waste from Katunun's quarry as fine aggregate on mortar and concrete properties will be examined. Samples with varying crushed stone waste replacement ratio, ranging between 0% until 100%, will be analysed at 3, 7 and 28 days curing time. Mortar sample is using 0.5 w/c ratio, while concrete sample is using 0.45 w/c ratio. The mixture of mortar sample is based on SNI 03-6825-2002, whilst concrete sample is based on SNI 03-2834-2000. The examination of concrete samples workability was conducted based on the slump test according to SNI 1972:2008. Moreover, the compressive strength test of mortar sample is based on SNI 03-6825-2002. In addition, the compressive strength test of concrete sample is based on SNI 1974: 2011. Regarding compressive strength of mortar samples, the average compressive strength results of mortar with crushed stone waste rose significantly in line with the increase in replacement ratio. As for the workability of fresh concrete, sample us.
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title={Effects of crushed stone waste as fine aggregate on mortar and concrete properties},
author={Irfan Prasetia and Achmad Maulana},
year={2019},
language={en}
}TY - JOUR TI - Effects of crushed stone waste as fine aggregate on mortar and concrete properties AU - Irfan Prasetia AU - Achmad Maulana PY - 2019 LA - en ER -
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