PERANCANGAN KUAT TEKAN BETON BERDASARKAN METODE ENTROY DAN SHACKLOCK DENGAN VARIASI FAS 0,38-0,42 DAN AGREGAT KASAR MAKSIMUM 10 MM

BAGUS WAHYU NUGROHO (2008) PERANCANGAN KUAT TEKAN BETON BERDASARKAN METODE ENTROY DAN SHACKLOCK DENGAN VARIASI FAS 0,38-0,42 DAN AGREGAT KASAR MAKSIMUM 10 MM. S1 thesis, Universitas Muhammadiyah Yogyakarta.

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Abstract

Hasil penelitian menunjukan kuat tekan beton semakin menurun dengan meningtatnya nilai faktor air semen

Item Type: Thesis (S1)
Uncontrolled Keywords: KUAT TEKAN BETON
Divisions: Fakultas Teknik > Teknik Sipil S1
Depositing User: Unnamed user with email robi@umy.ac.id
Date Deposited: 08 Feb 2022 08:52
Last Modified: 08 Feb 2022 08:52
URI: https://etd.umy.ac.id/id/eprint/22302

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