View Item 
      •   UMY Repository
      • 03. DISSERTATIONS AND THESIS
      • Students
      • Undergraduate Thesis
      • Faculty of Engineering
      • Department of Mechanical Engineering
      • View Item
      •   UMY Repository
      • 03. DISSERTATIONS AND THESIS
      • Students
      • Undergraduate Thesis
      • Faculty of Engineering
      • Department of Mechanical Engineering
      • View Item
      JavaScript is disabled for your browser. Some features of this site may not work without it.

      KUAT TEKAN BETON NON PASIR TERHADAP PENAMBAHAN FLY ASH DAN SUPERPLASTICIZER

      Thumbnail
      View/Open
      Cover (56.25Kb)
      Halaman Judul (314.4Kb)
      lembar Pengesahan (6.372Mb)
      Abstrak (100.0Kb)
      BAB I (119.6Kb)
      BAB I (119.6Kb)
      BAB II (359.9Kb)
      BAB III (762.5Kb)
      BAB III (762.5Kb)
      BAB IV (305.5Kb)
      BAB V (8.439Kb)
      DAFTAR PUSTAKA (12.79Kb)
      DAFTAR PUSTAKA (12.79Kb)
      LAMPIRAN (8.721Mb)
      Naskah publikasi (703.3Kb)
      Date
      2018-07-04
      Author
      PRABASWARI, ISMI
      Metadata
      Show full item record
      Abstract
      No fines concrete is a concrete that has voids and is made without using sand so that the concrete is much lighter than normal concrete. This reseach, No fines concrete used coarse aggregate (gravel) from Clereng, Kulon Progo, Yogyakarta that had dimension 1 cm – 2 cm. The water-cement ratio was 0,38 and using a superlasticizer f Sika Visconcrete 1003 of 0.5% It calculated from the water that used to add workability and to reduced water up to 30%. The other was using fly ash as filler which has variants 0%, 20%, 40%, and 60% taken from the weight of cement. The cylinder with the height 30 cm and the diameter 15 cm. Compressive strength the concretes were test at 7, 14 and 28 days and for porosity tested at 28 days. The maximum compressive strength occurred in 28 days concrete having a fly ash variant of 40% with a compressive strength of 8.57 MPa. While the lowest result of compressive strength is on 7 days concrete with fly ash variant of 60% that is 2,26 MPa.
      URI
      http://repository.umy.ac.id/handle/123456789/20432
      Collections
      • Department of Mechanical Engineering

      DSpace software copyright © 2002-2015  DuraSpace
      Contact Us | Send Feedback
      Theme by 
      @mire NV
       

       

      Browse

      All of UMY RepositoryCollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

      My Account

      Login

      DSpace software copyright © 2002-2015  DuraSpace
      Contact Us | Send Feedback
      Theme by 
      @mire NV