{"http:\/\/lib.itenas.ac.id\/kti\/?p=4419":{"http:\/\/www.w3.org\/1999\/02\/22-rdf-syntax-ns#type":[{"type":"uri","value":"http:\/\/rdfs.org\/sioc\/ns#Post"},{"type":"uri","value":"http:\/\/rdfs.org\/sioc\/types#BlogPost"}],"http:\/\/purl.org\/dc\/elements\/1.1\/title":[{"type":"literal","value":"The Behavior of Concrete Beam using Recycled Concrete as Coarse Aggregate"}],"http:\/\/purl.org\/dc\/terms\/identifier":[{"type":"literal","value":"4419","datatype":"http:\/\/www.w3.org\/2001\/XMLSchema#integer"}],"http:\/\/purl.org\/dc\/elements\/1.1\/modified":[{"type":"literal","value":"2015-05-12","datatype":"http:\/\/www.w3.org\/2001\/XMLSchema#date"}],"http:\/\/purl.org\/dc\/elements\/1.1\/created":[{"type":"literal","value":"2015-05-12","datatype":"http:\/\/www.w3.org\/2001\/XMLSchema#date"}],"http:\/\/rdfs.org\/sioc\/ns#link":[{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/?p=4419"}],"http:\/\/rdfs.org\/sioc\/ns#has_creator":[{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/?author=6#account"}],"http:\/\/rdfs.org\/sioc\/ns#has_container":[{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/#posts"}],"http:\/\/purl.org\/dc\/elements\/1.1\/abstract":[{"type":"literal","value":""}],"http:\/\/purl.org\/rss\/1.0\/modules\/content\/encoded":[{"type":"literal","value":"<![CDATA[Having the large amount of waste concrete these days can lead to the environmental issue so that an\u00a0effective management to this problem must be advisedly thought of One of rile methods is recycling rile\u00a0waste concrete as a new material that can reduce the pollution and hopefi~llyc an also reduce the cost. In\u00a0this study, waste concrete will be processed and used as coarse aggregate in nlaking reinforced concrete.\u00a0A 2 meter beam of reinforced concrete using recycled coarse aggregate will be applied a single load in the\u00a0middle of \u00a0span until \u00a0it reaches it smaximum capacity.Furthermore, the behaviors of normal reinforced\u00a0concrete will be compared with that of new reinforced concrete using waste concrete as course aggregate\u00a0with different percentages; 25%, 50% and 70%. The behaviors which will be determined in this study\u00a0include deflection, flexural strength, pattern of crack and co~npressive strength. The result showed that\u00a0these behavior of new reinforced concrete using waste concrete are alike with those in normal reinforced\u00a0concrete. It is hoped that from the study, the usage of recycled coarse aggregate concrete in construction\u00a0will be considered in future construction projects.\r\n\r\n<strong>Dibuat Oleh \u00a0:\u00a0Bambang Prihartanto, Mia Wimala Soejoso, Deka B. Sepyu\u00a0<\/strong>\r\n\r\n<strong>Alamat e-mail :\u00a0miasoejoso@gmail.com\r\nKata Kunci :Recycled Concrete, Recycled Coarse Aggregate, Deflection, Flexural Strength, Pattern of Crack\r\nKeterangan :\u00a0\u00a0Karya Ilmiah ini dimuat pada\u00a0Proceeding of Persidangan Kebangsaan Keempat Kejuruteraan, AWAM 2007, USM. 2007. ISBN: 978-983-42190-1-7<\/strong>\r\n\r\nThe Behavior of Concrete Beam using Recycled Concrete as Coarse Aggregate]]>","datatype":"http:\/\/www.w3.org\/1999\/02\/22-rdf-syntax-ns#XMLLiteral"}],"http:\/\/rdfs.org\/sioc\/ns#content":[{"type":"literal","value":"Having the large amount of waste concrete these days can lead to the environmental issue so that an\u00a0effective management to this problem must be advisedly thought of One of rile methods is recycling rile\u00a0waste concrete as a new material that can reduce the pollution and hopefi~llyc an also reduce the cost. In\u00a0this study, waste concrete will be processed and used as coarse aggregate in nlaking reinforced concrete.\u00a0A 2 meter beam of reinforced concrete using recycled coarse aggregate will be applied a single load in the\u00a0middle of \u00a0span until \u00a0it reaches it smaximum capacity.Furthermore, the behaviors of normal reinforced\u00a0concrete will be compared with that of new reinforced concrete using waste concrete as course aggregate\u00a0with different percentages; 25%, 50% and 70%. The behaviors which will be determined in this study\u00a0include deflection, flexural strength, pattern of crack and co~npressive strength. The result showed that\u00a0these behavior of new reinforced concrete using waste concrete are alike with those in normal reinforced\u00a0concrete. It is hoped that from the study, the usage of recycled coarse aggregate concrete in construction\u00a0will be considered in future construction projects.\r\n\r\nDibuat Oleh \u00a0:\u00a0Bambang Prihartanto, Mia Wimala Soejoso, Deka B. Sepyu\u00a0\r\n\r\nAlamat e-mail :\u00a0miasoejoso@gmail.com\r\nKata Kunci :Recycled Concrete, Recycled Coarse Aggregate, Deflection, Flexural Strength, Pattern of Crack\r\nKeterangan :\u00a0\u00a0Karya Ilmiah ini dimuat pada\u00a0Proceeding of Persidangan Kebangsaan Keempat Kejuruteraan, AWAM 2007, USM. 2007. ISBN: 978-983-42190-1-7\r\n\r\nThe Behavior of Concrete Beam using Recycled Concrete as Coarse Aggregate"}],"http:\/\/rdfs.org\/sioc\/ns#topic":[{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/?cat=118"},{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/?cat=145"},{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/?tag=deflection"},{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/?tag=flexural-strength"},{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/?tag=pattern-of-crack"},{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/?tag=recycled-coarse-aggregate"},{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/?tag=recycled-concrete"}]},"http:\/\/lib.itenas.ac.id\/kti\/?author=6#account":{"http:\/\/www.w3.org\/2000\/01\/rdf-schema#seeAlso":[{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/?author=6&feed=lhrdf&format=json"}]},"http:\/\/lib.itenas.ac.id\/kti\/?cat=118":{"http:\/\/www.w3.org\/2000\/01\/rdf-schema#seeAlso":[{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/?cat=118&feed=lhrdf&format=json"}]},"http:\/\/lib.itenas.ac.id\/kti\/?cat=145":{"http:\/\/www.w3.org\/2000\/01\/rdf-schema#seeAlso":[{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/?cat=145&feed=lhrdf&format=json"}]},"http:\/\/lib.itenas.ac.id\/kti\/?tag=deflection":{"http:\/\/www.w3.org\/2000\/01\/rdf-schema#seeAlso":[{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/?tag=deflection&feed=lhrdf&format=json"}]},"http:\/\/lib.itenas.ac.id\/kti\/?tag=flexural-strength":{"http:\/\/www.w3.org\/2000\/01\/rdf-schema#seeAlso":[{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/?tag=flexural-strength&feed=lhrdf&format=json"}]},"http:\/\/lib.itenas.ac.id\/kti\/?tag=pattern-of-crack":{"http:\/\/www.w3.org\/2000\/01\/rdf-schema#seeAlso":[{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/?tag=pattern-of-crack&feed=lhrdf&format=json"}]},"http:\/\/lib.itenas.ac.id\/kti\/?tag=recycled-coarse-aggregate":{"http:\/\/www.w3.org\/2000\/01\/rdf-schema#seeAlso":[{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/?tag=recycled-coarse-aggregate&feed=lhrdf&format=json"}]},"http:\/\/lib.itenas.ac.id\/kti\/?tag=recycled-concrete":{"http:\/\/www.w3.org\/2000\/01\/rdf-schema#seeAlso":[{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/?tag=recycled-concrete&feed=lhrdf&format=json"}]}}