Mitar, Wilhemus K. (2023) Pengaruh Ukuran Agregat Kasar dan Kadar Filler Limbah Keramik terhadap Kuat Tekan Beton Non Pasir. Undergraduate thesis, Fakultas Teknik Universitas Merdeka Malang.

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Abstract

In the field of construction, the material often used is concrete. The use of concrete is the main choice because the basic material is easy to form at a relatively cheap price compared to other construction materials. Therefore researchers want to find a solution to make concrete that fits the needs of one of which is non- structural concrete, namely non-sand concrete with materials filler ceramic waste materials. The test object used is a cylinder with a size of 15 x 30 cm with a total of 24 test objects which are divided into 4 populations. The cement water factor used is 0.5 while the variationsize The aggregates used were GB 5 mm, GB 10 mm and GB 20 mm and the cement aggregate ratio was 2:1 with filler content of Ceramic Waste 10%:15% and 20% and Fly Ash 8%. The compressive strength test of non- sand concrete was carried out using a tool test Compression Testing Machine based on ASTM C39 standard. From the results of the compressive strength test at the age of 28 days, it was obtained that normal non-sand concrete population I had the highest average compressive strength of 12.74 MPa. Whereas for non-sand concrete population II Filler content of 20% withsize aggregate 5 mm highest average compressive strength of 27.46 Mpa.Population III Filler Content 20% withsize aggregate 10 mm highest average compressive strength of 23.78 Mpa, Population IV 20% Filler Content withsize aggregate 20 mm highest average compressive strength of 22.93 Mpa. So it can be concluded that the filler content affects the compressive strength of non-sand concrete increases.

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