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dc.contributor.authorPriyanto, Budi
dc.date.accessioned2014-10-17T07:17:01Z
dc.date.available2014-10-17T07:17:01Z
dc.date.issued2013-11-03
dc.identifier.citationAnonim (1971), Peraturan Beton Bertulang Indonesia N.I.2, Direktorat Penyelidikan Masalah Bangunan, Bandung Anonim (1982) Persyaratan Umum Bahan Bangunan di Indonesia, Direktorat Penyelidikan Masalah Bangunan, Bandung Anonim (1989), Pedoman Beton 1989, Yayasan Badan Penelitian dan Pengembangan PU, Jakarta. Edward G.Nawy (1990), Beton Bertulang , Suatu Pendekatan Dasar, PT. Eresco, Bandung Gunawan A.dan Yakub Y. (1987), Penuntun Praktis Praktikum Pada LaboratoriumTeknik Sipil, Intermedia, Jakarta. Kardiyono, Tj, (1996), Teknologi Beton, Nafiri, Yogyakarta Kardiyono, Tj, (1996), Bahan Bangunan, Universitas Gajah Mada, Yogyakarta. Murdocck L.D.J dan Brook K.M.B. (1991), Bahan dan Praktek Beton, Erlangga. Neville, AM dan Brook, JJ (1987), Concrete Technology, Longman Scientific & Technical Copublished in the United States whith John Wiley & Sons,Inc, New Yorken_US
dc.identifier.issn9789796361544
dc.identifier.urihttp://hdl.handle.net/11617/4896
dc.description.abstractConcrete is obtained from rock-hardened mixture consisting of portland cement, water and aggregate (fine aggregate and coarse aggregate). Increasing use of concrete as a building construction, the available constituent materials become more limited and more expensive price. Another necessary ingredient alternatives that can form the concrete materials instead of diminishing its availability and the price is getting higher . One effort to reduce the use of cement and aggregate Portlan and smooth , which is mixing different materials in portland cement in the form of calcium oxide , red cement and sand from the beach Krakal . To test whether these materials can be alternative materials research is conducted , in the form of a reduced number of normal concrete and sand cement replacement materials such as sisertai addition of quicklime , cement red at intervals of every proportion is 0 % , 10 % , 20 % , 30 % , 40 % , and 50 % and sand beach with intervals of 0 % , 10 % , 20 % , 30 % , 40 % , and 50 % . Of a series of activities and analysis of the results of this research is that the addition of a mixture of red cement , lime , sand beaches and Krakal with comparison of proportions 1 : 1 : 2 instead of Portlan cement and fine aggregate at the same percentage can increase the compressive strength of concrete . The addition of 20% is the optimal addition of being able to increase the concrete stronger high of 85% of the value of the compressive strength of normal concrete.en_US
dc.publisherUniversitas Muhammadiyah Surakartaen_US
dc.subjectconcreteen_US
dc.subjectred cementen_US
dc.subjectcalcium axideen_US
dc.subjectsand beachen_US
dc.subjectconcrete strongen_US
dc.titleStudy On The Use Of Portland Cement, Calcium Oxide, Red Cement, Sand Beach And The Strong Urges Concrete (Case Study Krakalbeach)en_US
dc.typeArticleen_US


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