Please use this identifier to cite or link to this item: https://repositori.uma.ac.id/handle/123456789/22478
Title: Pengaruh Gradasi Butiran Batu Pecah Terhadap Kuat Tekan Beton K-175
Other Titles: Pengaruh Gradasi Butiran Batu Pecah Terhadap Kuat Tekan Beton K-175
Authors: Irfan, Muhammad
metadata.dc.contributor.advisor: Hermanto, Edy
Nurmaidah
Keywords: Gradasi Butiran Batu Pecah;Gradation of Crushed Stone Granules
Issue Date: 2014
Publisher: Universitas Medan Area
Series/Report no.: NPM;098110053
Abstract: Pengaruh pemakaian gradasi batu pecah dalam pembuatan benda uji beton yang terdiri dari ukuran 9,50 mm, 19 mm, dan 25 mm ukuran butiran hoterogen supaya campuran menghasilkan kuat tekan yang maksimal bila dibandingkan dengan pemakaian gradisi butiran batu pecah yang bercampur The effect of using crushed stone gradations in making concrete specimens consisting of 9.50 mm, 19 mm, and 25 mm heterogeneous granule sizes so that the mixture produces maximum compressive strength when compared to using mixed crushed stone granule gradations
Description: 79 Halaman
URI: https://repositori.uma.ac.id/handle/123456789/22478
Appears in Collections:SP - Civil Engineering

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098110054 - Muhammad Irfan - Chapter IV.pdf
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Chapter IV7.05 MBAdobe PDFView/Open Request a copy
098110054 - Muhammad Irfan - Fulltext.pdfCover, Abstract, Chapter I, II, III, V, Bibliography17.97 MBAdobe PDFView/Open


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