{"id":4417,"date":"2015-05-07T01:34:02","date_gmt":"2015-05-07T01:34:02","guid":{"rendered":"http:\/\/lib.itenas.ac.id\/kti\/?p=4417"},"modified":"2015-05-07T01:34:45","modified_gmt":"2015-05-07T01:34:45","slug":"compressive-strength-of-recycled-aggregate-concrete-with-various-percentage-of-recycled-aggregate","status":"publish","type":"post","link":"http:\/\/lib.itenas.ac.id\/kti\/?p=4417","title":{"rendered":"Compressive Strength of Recycled Aggregate Concrete with Various Percentage of Recycled Aggregate"},"content":{"rendered":"<p>Compressive strength is the basic mechanical properties and one of the indicators to determine the performance of a concrete. In this paper, the effects of various percentages (0%, 25%, 50%, 75%, 100%) of Recycled Aggregate (RA) on compressive strength of Recycled Aggregate Concrete (RAC) were investigated. RA is used to replace natural aggregate (NA) as coarse aggregate in concrete mixes. This research also covered RAC mixtures at different water-cement ratio (0.4, 0.5, 0.6). It was found that RAC had lower compressive strength compared to Natural Aggregate Concrete (NAC). At the age of 28 days, RAC with water-cement ratio 0.4 had the highest strength.<\/p>\n<p><strong>Dibuat Oleh \u00a0:\u00a0Suraya Hani Adnan, Lee Yee Loon, Ismail Abdul Rahman, Hamidah Mohd Saman, Mia Wimala Soejoso<\/strong><\/p>\n<p><strong>Alamat e-mail :\u00a0miasoejoso@gmail.com<br \/>\nKata Kunci :<br \/>\nKeterangan :\u00a0\u00a0Karya Ilmiah ini dimuat pada\u00a0Proceeding of National Seminar on Civil Engineering Research (SEPKA), UTM. 2007.<\/strong><\/p>\n<p><a href=\"http:\/\/eprints.uthm.edu.my\/4149\/\">Compressive Strength of Recycled Aggregate Concrete with Various Percentage of Recycled Aggregate 1<\/a><\/p>\n<p><a href=\"http:\/\/eprints.uthm.edu.my\/4149\/1\/S02-Suraya_Hani_Adnan.pdf\">Compressive Strength of Recycled Aggregate Concrete with Various Percentage of Recycled Aggregate 2<\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Compressive strength is the basic mechanical properties and one of the indicators to determine the performance of a concrete. In this paper, the effects of various percentages (0%, 25%, 50%, 75%, 100%) of Recycled Aggregate (RA) on compressive strength of Recycled Aggregate Concrete (RAC) were investigated. RA is used to replace natural aggregate (NA) as [&hellip;]<\/p>\n","protected":false},"author":6,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[118,145],"tags":[1866,1869,1870,1867,1868,1521,1871],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v21.8 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Compressive Strength of Recycled Aggregate Concrete with Various Percentage of Recycled Aggregate - Karya Tulis Ilmiah Itenas<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"http:\/\/lib.itenas.ac.id\/kti\/?p=4417\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Compressive Strength of Recycled Aggregate Concrete with Various Percentage of Recycled Aggregate - Karya Tulis Ilmiah Itenas\" \/>\n<meta property=\"og:description\" content=\"Compressive strength is the basic mechanical properties and one of the indicators to determine the performance of a concrete. In this paper, the effects of various percentages (0%, 25%, 50%, 75%, 100%) of Recycled Aggregate (RA) on compressive strength of Recycled Aggregate Concrete (RAC) were investigated. RA is used to replace natural aggregate (NA) as [&hellip;]\" \/>\n<meta property=\"og:url\" content=\"http:\/\/lib.itenas.ac.id\/kti\/?p=4417\" \/>\n<meta property=\"og:site_name\" content=\"Karya Tulis Ilmiah Itenas\" \/>\n<meta property=\"article:published_time\" content=\"2015-05-07T01:34:02+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2015-05-07T01:34:45+00:00\" \/>\n<meta name=\"author\" content=\"Asep Kamaludin\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Written by\" \/>\n\t<meta name=\"twitter:data1\" content=\"Asep Kamaludin\" \/>\n\t<meta name=\"twitter:label2\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data2\" content=\"1 minute\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"http:\/\/lib.itenas.ac.id\/kti\/?p=4417\",\"url\":\"http:\/\/lib.itenas.ac.id\/kti\/?p=4417\",\"name\":\"Compressive Strength of Recycled Aggregate Concrete with Various Percentage of Recycled Aggregate - Karya Tulis Ilmiah Itenas\",\"isPartOf\":{\"@id\":\"http:\/\/lib.itenas.ac.id\/kti\/#website\"},\"datePublished\":\"2015-05-07T01:34:02+00:00\",\"dateModified\":\"2015-05-07T01:34:45+00:00\",\"author\":{\"@id\":\"http:\/\/lib.itenas.ac.id\/kti\/#\/schema\/person\/f3b1ab90b912c959a933991c65c59fc9\"},\"breadcrumb\":{\"@id\":\"http:\/\/lib.itenas.ac.id\/kti\/?p=4417#breadcrumb\"},\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"http:\/\/lib.itenas.ac.id\/kti\/?p=4417\"]}]},{\"@type\":\"BreadcrumbList\",\"@id\":\"http:\/\/lib.itenas.ac.id\/kti\/?p=4417#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Home\",\"item\":\"http:\/\/lib.itenas.ac.id\/kti\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Compressive Strength of Recycled Aggregate Concrete with Various Percentage of Recycled Aggregate\"}]},{\"@type\":\"WebSite\",\"@id\":\"http:\/\/lib.itenas.ac.id\/kti\/#website\",\"url\":\"http:\/\/lib.itenas.ac.id\/kti\/\",\"name\":\"Karya Tulis Ilmiah Itenas\",\"description\":\"Karya Tulis Ilmiah Itenas\",\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"http:\/\/lib.itenas.ac.id\/kti\/?s={search_term_string}\"},\"query-input\":\"required name=search_term_string\"}],\"inLanguage\":\"en-US\"},{\"@type\":\"Person\",\"@id\":\"http:\/\/lib.itenas.ac.id\/kti\/#\/schema\/person\/f3b1ab90b912c959a933991c65c59fc9\",\"name\":\"Asep Kamaludin\",\"image\":{\"@type\":\"ImageObject\",\"inLanguage\":\"en-US\",\"@id\":\"http:\/\/lib.itenas.ac.id\/kti\/#\/schema\/person\/image\/\",\"url\":\"http:\/\/0.gravatar.com\/avatar\/f3fff432f1af1e74180f39e33a202251?s=96&d=mm&r=g\",\"contentUrl\":\"http:\/\/0.gravatar.com\/avatar\/f3fff432f1af1e74180f39e33a202251?s=96&d=mm&r=g\",\"caption\":\"Asep Kamaludin\"},\"url\":\"http:\/\/lib.itenas.ac.id\/kti\/?author=6\"}]}<\/script>\n<!-- \/ Yoast SEO plugin. -->","yoast_head_json":{"title":"Compressive Strength of Recycled Aggregate Concrete with Various Percentage of Recycled Aggregate - Karya Tulis Ilmiah Itenas","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"http:\/\/lib.itenas.ac.id\/kti\/?p=4417","og_locale":"en_US","og_type":"article","og_title":"Compressive Strength of Recycled Aggregate Concrete with Various Percentage of Recycled Aggregate - Karya Tulis Ilmiah Itenas","og_description":"Compressive strength is the basic mechanical properties and one of the indicators to determine the performance of a concrete. In this paper, the effects of various percentages (0%, 25%, 50%, 75%, 100%) of Recycled Aggregate (RA) on compressive strength of Recycled Aggregate Concrete (RAC) were investigated. RA is used to replace natural aggregate (NA) as [&hellip;]","og_url":"http:\/\/lib.itenas.ac.id\/kti\/?p=4417","og_site_name":"Karya Tulis Ilmiah Itenas","article_published_time":"2015-05-07T01:34:02+00:00","article_modified_time":"2015-05-07T01:34:45+00:00","author":"Asep Kamaludin","twitter_card":"summary_large_image","twitter_misc":{"Written by":"Asep Kamaludin","Est. reading time":"1 minute"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"http:\/\/lib.itenas.ac.id\/kti\/?p=4417","url":"http:\/\/lib.itenas.ac.id\/kti\/?p=4417","name":"Compressive Strength of Recycled Aggregate Concrete with Various Percentage of Recycled Aggregate - Karya Tulis Ilmiah Itenas","isPartOf":{"@id":"http:\/\/lib.itenas.ac.id\/kti\/#website"},"datePublished":"2015-05-07T01:34:02+00:00","dateModified":"2015-05-07T01:34:45+00:00","author":{"@id":"http:\/\/lib.itenas.ac.id\/kti\/#\/schema\/person\/f3b1ab90b912c959a933991c65c59fc9"},"breadcrumb":{"@id":"http:\/\/lib.itenas.ac.id\/kti\/?p=4417#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["http:\/\/lib.itenas.ac.id\/kti\/?p=4417"]}]},{"@type":"BreadcrumbList","@id":"http:\/\/lib.itenas.ac.id\/kti\/?p=4417#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Home","item":"http:\/\/lib.itenas.ac.id\/kti"},{"@type":"ListItem","position":2,"name":"Compressive Strength of Recycled Aggregate Concrete with Various Percentage of Recycled Aggregate"}]},{"@type":"WebSite","@id":"http:\/\/lib.itenas.ac.id\/kti\/#website","url":"http:\/\/lib.itenas.ac.id\/kti\/","name":"Karya Tulis Ilmiah Itenas","description":"Karya Tulis Ilmiah Itenas","potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"http:\/\/lib.itenas.ac.id\/kti\/?s={search_term_string}"},"query-input":"required name=search_term_string"}],"inLanguage":"en-US"},{"@type":"Person","@id":"http:\/\/lib.itenas.ac.id\/kti\/#\/schema\/person\/f3b1ab90b912c959a933991c65c59fc9","name":"Asep Kamaludin","image":{"@type":"ImageObject","inLanguage":"en-US","@id":"http:\/\/lib.itenas.ac.id\/kti\/#\/schema\/person\/image\/","url":"http:\/\/0.gravatar.com\/avatar\/f3fff432f1af1e74180f39e33a202251?s=96&d=mm&r=g","contentUrl":"http:\/\/0.gravatar.com\/avatar\/f3fff432f1af1e74180f39e33a202251?s=96&d=mm&r=g","caption":"Asep Kamaludin"},"url":"http:\/\/lib.itenas.ac.id\/kti\/?author=6"}]}},"views":906,"_links":{"self":[{"href":"http:\/\/lib.itenas.ac.id\/kti\/index.php?rest_route=\/wp\/v2\/posts\/4417"}],"collection":[{"href":"http:\/\/lib.itenas.ac.id\/kti\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"http:\/\/lib.itenas.ac.id\/kti\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"http:\/\/lib.itenas.ac.id\/kti\/index.php?rest_route=\/wp\/v2\/users\/6"}],"replies":[{"embeddable":true,"href":"http:\/\/lib.itenas.ac.id\/kti\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=4417"}],"version-history":[{"count":4,"href":"http:\/\/lib.itenas.ac.id\/kti\/index.php?rest_route=\/wp\/v2\/posts\/4417\/revisions"}],"predecessor-version":[{"id":4454,"href":"http:\/\/lib.itenas.ac.id\/kti\/index.php?rest_route=\/wp\/v2\/posts\/4417\/revisions\/4454"}],"wp:attachment":[{"href":"http:\/\/lib.itenas.ac.id\/kti\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=4417"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"http:\/\/lib.itenas.ac.id\/kti\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=4417"},{"taxonomy":"post_tag","embeddable":true,"href":"http:\/\/lib.itenas.ac.id\/kti\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=4417"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}