BAYU UTAMA ROMANSYAH, NIM. 112014016 (2020) ANALISA PERBANDINGAN PASIR SUNGAI SAKA DENGAN PASIR TANJUNG RAJA TERHADAP KUAT TEKAN BETON K-300. Skripsi thesis, UNIVERSITAS MUHAMMADIYAH PALEMBANG.

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Abstract

In this study the authors compared saka river sand and cape sand in a mixture of concrete. This researcher intends to find out the comparison between saka river sand and cape sand with the quality of the K-300 concrete compressive strength test. This study used a cube shaped specimen with a size of 15x15x15 Cm3. The total number of test specimens in this study was 30 samples, each sample was 6 samples in 6 conditions, namely tanjung raja sand concrete, saka river sand concrete, 70% tanjung raja sand concrete + 30% saka river sand concrete, concrete with sand tanjung raja 30% + saka river concrete 70%, concrete with sand tanjung raja 50% + concrete sand saka river 50%. After the concrete compressive strength test, the characteristic concrete compressive strength at 28 days, with tanjung raja sand concrete 306.98 kg/cm2, and concrete with saka river sand 308.61 kg/cm2. While the compressive strength value of concrete characteristics with 70% tanjung raja sand + 30% river sand that is 310.72 Kg/Cm2, while tanjung raja sand concrete 30% + saka river sand 70% ie 321.01 Kg/Cm2, while tanjung raja sand 50% + 50% saka river sand, 321.37 kg/cm2. From these results it shows that river sand alone is better than cape sand.

Item Type:	Thesis (Skripsi)
Additional Information:	PEMBIMBING : 1. Ir. Revisdah, M.T. 2. Ir. H. Masri A. Rivai, M.T.
Uncontrolled Keywords:	K-300 Concrete Mixture, Tanjung Raja Sand and Saka River Sand, Compressive Strength Comparison Analysis
Subjects:	Teknik Sipil > Bahan-bahan Bangunan Teknik Sipil > Konstruksi bawah tanah Teknik Sipil > Konstruksi dalam Bahan-bahan Khusus
Divisions:	Fakultas Teknik > Teknik Sipil (S1)
Depositing User:	Mahasiswa Fakultas Teknik
Date Deposited:	14 Mar 2020 04:27
Last Modified:	16 Mar 2020 03:05
URI:	http://repository.um-palembang.ac.id/id/eprint/7041

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