PENGARUH SULFAT TERHADAP KUAT TEKAN BETON DENGAN VARIASI BUBUK KACA SUBSTITUSI SEBAGIAN SEMEN DENGAN w/c 0,60 DAN 0,65

Abstract: Increase of cement price,causingthe costof concreteproductionmore expensive. To overcome this problem is to utilize  industrial  wastes.  The  most  potential  is  waste  glass,thatwhen  theform  ofvery  fine powdershowedpozzolanpropertiesbecause it containsSiO2.  And to improve the durability ofconcrete,  sulfate-resistant concrete    studied.Cementin  concreteis  replacedbyglasspowderwiththe  proportion  of0%,  5%,  10%  15%  and20%. Cylindrical  specimens  were  made  with two  different  mix designs  (w/c  0,6  and 0,65)  is  calculated  based on  ACI method. Specimens soaked in two types of water, plain water and magnesium sulfate solution for 7, 21, and 28 days. Komala Sari (2011) examined a concretewithglasspowderas acementreplacementpercentageup to20% glasspowder, obtained the 5% glass cement replacement concrete achieve maximum compressive strength. From the research, obtained  found  that  only  the  5%  glass  cement  replacement  concrete  that  reached  the  design  strength.  The compressive strength of the 5% glass cement replacement concrete was the maximum compressive strength. While the concrete with 15% and 20% glass replacement has a smaller compressive strength than normal concrete.
Keywords: Compressive strength,glass powder, sulfate solution
Penulis: Fikkriansyah, Gunawan Tanzil
Kode Jurnal: jptsipildd130054

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