Please use this identifier to cite or link to this item: https://repositori.uma.ac.id/handle/123456789/11293
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dc.contributor.advisorArdan, Melloukey-
dc.contributor.advisorNurmaidah-
dc.contributor.authorElvis, Darwin-
dc.date.accessioned2019-12-05T02:41:26Z-
dc.date.available2019-12-05T02:41:26Z-
dc.date.issued2019-07-31-
dc.identifier.urihttps://repositori.uma.ac.id/handle/123456789/11293-
dc.descriptionPerkembangan di bidang konstruksi dewasa ini salah satunya ditandai dengan meningkatnya kualitas bahan bangunan dan munculnya bahan bangunan baru. Khusus untuk bahan perkerasan jalan raya, dewasa ini telah banyak digunakan perkerasan kaku ( rigid pavement ) salah satunya adalah Paving block. Penelitian ini dimaksudkan untuk mendapatkan komposisi yang sesuai untuk campuran pembuatan paving block dengan mutu K-400 dan membandingkan kuat tekannya dengan beton yang diberi penambahan bahan plastik dan beton dibuat berbentuk paving block (ukuran 10 cm x 20 cm x 6 cm ). Penelitian ini dimulai dengan perhitungan mix design sehingga diperoleh acuan komposisi pembuatan beton benda uji, yang selanjutnya akan melalui proses curing dan pengujian kuat tekan. Dari hasil penelitian, diperoleh mix design : semen (1) : pasir (1.51) : kerikil (2.18) : air (0.45), dan setelah dilakukan pengujian, diperoleh kuat tekan rata-rata K-393,9 kg/cm2. Penambahan bahan plastic sebanyak 20% menghasilkan penurunan kuat tekan rata-rata sebesar 39,6% menjadi 237,6 kg/cm2. Sedangkan beton dengan mix design normal yang berbentuk paving block menghasilkan kuat tekan rata-rata 526,1 kg/cm2, naik 33%.en_US
dc.description.abstractDevelopments in the construction sector today is marked by the increasing quality of building materials and the emergence of new building materials. Especially for road pavement materials, are now widely used rigid pavement (rigid pavement) one of which is paving block. This study aimed to obtain compositions suitable for manufacture of paving blocks with a mix of quality K-400 and compare the compressive strength of concrete by the addition of plastic material and shaped concrete paving blocks (size 10 cm x 20 cm x 6 cm). The research began with the calculation of the mix design so that the compotition of the concrete specimens was obtain. Which would then be through the curing process and compressive strength testing. From the research results, obtained mix design: cement (1): sand (1:51): gravel (2.18): water (0.45), and after testing, obtained an average compressive strength of K-393.9 kg / cm2. The addition of plastic material as much as 20% produces a decrease in the average compressive strength of 39.6% to 237, 6 kg / cm2. While normal concrete mix design that shaped paving block produces an average compressive strength of 526.1 kg / cm2, up 33%.en_US
dc.language.isoiden_US
dc.publisherUniversitas Medan Areaen_US
dc.relation.ispartofseriesNPM;138110005-
dc.subjectpaving blocksen_US
dc.subjectcompressive strengthen_US
dc.subjectplasticen_US
dc.subjectpaving blocken_US
dc.subjectkuat tekanen_US
dc.subjectplasticen_US
dc.titlePerencanaan Bata Beton (Paving Block) K-400 dengan Adiftif Bahan Plastiken_US
dc.typeThesisen_US
Appears in Collections:SP - Civil Engineering

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