ANALISA KARAKTERISTIK BETON DENGAN VARIAN CANGKANG SAWIT-BATU PECAH

Authors

  • Muhammad Shalahuddin Jurusan Teknik Sipil Fakultas Teknik Universitas Riau
  • Alex Kurniawandy Jurusan Teknik Sipil Fakultas Teknik Universitas Riau
  • Gussyafri - Jurusan Teknik Sipil Fakultas Teknik Universitas Riau

DOI:

https://doi.org/10.30606/aptk.v5i1.73

Abstract

Concreteis amixture ofportlandcement,fine aggregate, coarse aggregateand waterwith orwithout additives. Palmshells are hard enough with a lot of surface rupture to beable toreplace thecoarse aggregateonconcreteproperties, especially fornonstructuralconcrete.Combinationof materialconblock concrete of 60 % palm shelland 40% sand using water-cement ratio 0.4 and 0.45 showedstrength 4.0MPa(Muhammad Shalahuddin, 2012).Mixingconcreteis done byDOEmethod,60 samplescylindricaldiameter of 15cm andheight of 30cm. Compressive strengthof concretetestedat 28 dayswith a variety of water-content ratio and a variety of coarse aggregate-palm shells.The greater the percentage of use of the palm shell, made of concrete compressive strength decreases. Concrete compressive strength decreases with increasing of water-content ratio. Variations palm shell 50% and 50% of crushed stone with water-content ratio 0.4 and 0,45 produces compressive strength above 12.5 MPa.

Author Biographies

Muhammad Shalahuddin, Jurusan Teknik Sipil Fakultas Teknik Universitas Riau

Jurusan Teknik Sipil Fakultas Teknik Universitas Riau

Alex Kurniawandy, Jurusan Teknik Sipil Fakultas Teknik Universitas Riau

Jurusan Teknik Sipil Fakultas Teknik Universitas Riau

Gussyafri -, Jurusan Teknik Sipil Fakultas Teknik Universitas Riau

Jurusan Teknik Sipil Fakultas Teknik Universitas Riau

References

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Published

2014-10-13