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

      PENGARUH STABILISASI SERAT DAN SEMEN TERHADAP NILAI KUAT TEKAN BEBAS PADA TANAH COLLUVIUM

      Thumbnail
      View/Open
      COVER (56.64Kb)
      HALAMAN JUDUL (756.4Kb)
      HALAMAN PENGESAHAN (683.9Kb)
      HALAMAN PENGESAHAN (10.40Kb)
      BAB I (14.44Kb)
      BAB II (111.0Kb)
      BAB III (607.9Kb)
      BAB IV (280.2Kb)
      BAB V (7.453Kb)
      DAFTAR PUSTAKA (81.91Kb)
      LAMPIRAN (399.5Kb)
      LAMPIRAN (3.208Mb)
      LAMPIRAN (2.155Mb)
      Date
      2018-05-03
      Author
      HERNANDA, NADYA ORIZA
      Metadata
      Show full item record
      Abstract
      Soil in the area of Jatimulyo, Girimulyo, Kulon Progo Regency, Special Region of Yogyakarta including the type of unfavorable soil. Because when the season changes from the dry season to rainy season followed by the decline of the foundation of the house and the destruction of the highway. Therefore, the importance of efforts to stabilize the land so that the function of the land as the bearer of the load on the construction of civil buildings can be more maximal. The objective of this study is to investigate the effect of adding cement and fiber to compressive strength value on Colluvium Residue soil, with variation of cement mixture 3%, 5%, 8% and 0,4% fiber content against the dry weight of the soil for each cement variation with period treatment for 0 days up to 28 days. Tests of soil characteristics performed include specific gravity, and Atterberg limit. Mechanical testing includes compaction test and compressive strength test. In this study, the highest strength values increased with increased cement content and the addition of fiber in each cement level and the longer the curing time. Such variation of the mixture 5% C + 0,4% PF on 1 to 28 day of curing time the value of compressive strength increases by 59%. The compressive strength value on the cement mixture and the fiber is higher than the compressive strength of the cement soil. And the variation of 3% C + 0,4% PF mixture with a curing time on 1 day to 28 day reached 67%, while for 3% C obtained in 48%.
      URI
      http://repository.umy.ac.id/handle/123456789/19638
      Collections
      • Department of Civil 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