Perbandingan Porous Paving Block Berbahan Plastik dengan Semen Berdasarkan Kuat Tekan dan Permeabilitas
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Institusion
Institut Teknologi Perusahaan Listrik Negara
Author
Rizqilillah Pratama, Muhammad
Putri, Desi
Putri, Desi
Subject
Teknik Sipil
Datestamp
2022-10-05 06:46:22
Abstract :
As technology and innovation are evolving, much work is being done to improve the quality and performance of paving block. One of these is made of hollow or porous paving blocks that keep the pace of water infiltration into the soil. The study will use plastic waste as a replacement cement cement cement cement cement against paving block plastics as an alternative to reducing plastic waste and cement production. The plastic used is a blend of household waste products of HDPE, LDPE, PP and PE. The purpose of the research to know the strengths of the pressure and porous paving block of plastic which will be compared to normal porous paving block with variations of adhesive composition: coarse aggregates are 10%:90%, 20%:80%, and 30%:70% which will be tested by pressure and permeability at age 28 days. According to the results of the 28 day examination the optimum on ppbn3 (30% of the cement: 70% of pebbles) powerfully pressed an 8.84 mpa that qualified the quality of d of SNI 03-0691-1996, permeability on PPBN2 and PPP2 according to the terms of ACI 522R-10 of 0.00168173 m / sec 0.00159387 m / sec.
As technology and innovation are evolving, much work is being done to improve the quality and performance of paving block. One of these is made of hollow or porous paving blocks that keep the pace of water infiltration into the soil. The study will use plastic waste as a replacement cement cement cement cement cement against paving block plastics as an alternative to reducing plastic waste and cement production. The plastic used is a blend of household waste products of HDPE, LDPE, PP and PE. The purpose of the research to know the strengths of the pressure and porous paving block of plastic which will be compared to normal porous paving block with variations of adhesive composition: coarse aggregates are 10%:90%, 20%:80%, and 30%:70% which will be tested by pressure and permeability at age 28 days. According to the results of the 28 day examination the optimum on ppbn3 (30% of the cement: 70% of pebbles) powerfully pressed an 8.84 mpa that qualified the quality of d of SNI 03-0691-1996, permeability on PPBN2 and PPP2 according to the terms of ACI 522R-10 of 0.00168173 m / sec 0.00159387 m / sec.
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