Application of Decomposed Granite as Fine Aggregate for Concrete
Physical properties of decomposed granites distributed widely in Tottori prefecture were examined. Subsequently, mix proportion and manufacture of concrete with water content of 150kg/m3 and slump of 8cm using the decomposed granite from Togou Dam site origin were conducted. The problems with this m...
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Veröffentlicht in: | Journal of the Society of Materials Science, Japan Japan, 2000/10/15, Vol.49(10), pp.1091-1096 |
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creator | INOUE, Shoichi YOSHINO, Akira KURODA, Tamotsu MATSUI, Shinsaku |
description | Physical properties of decomposed granites distributed widely in Tottori prefecture were examined. Subsequently, mix proportion and manufacture of concrete with water content of 150kg/m3 and slump of 8cm using the decomposed granite from Togou Dam site origin were conducted. The problems with this mix design, and the properties of the fresh and hardened concrete with the decomposed granite also were examined and compared to that of ordinary concrete with normal sand. Test results showed that the disadvantage of concrete with the decomposed granite where (1) slump loss with time is larger, (2) bleeding becomes almost equal to zero, and (3) setting time becomes short compared to that of the ordinary concrete, could be improved to have almost the same physical properties as that of ordinary concrete with normal sand by using a retarder type of air-entraining high-range waterreducing agent. |
doi_str_mv | 10.2472/jsms.49.1091 |
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Subsequently, mix proportion and manufacture of concrete with water content of 150kg/m3 and slump of 8cm using the decomposed granite from Togou Dam site origin were conducted. The problems with this mix design, and the properties of the fresh and hardened concrete with the decomposed granite also were examined and compared to that of ordinary concrete with normal sand. Test results showed that the disadvantage of concrete with the decomposed granite where (1) slump loss with time is larger, (2) bleeding becomes almost equal to zero, and (3) setting time becomes short compared to that of the ordinary concrete, could be improved to have almost the same physical properties as that of ordinary concrete with normal sand by using a retarder type of air-entraining high-range waterreducing agent.</description><identifier>ISSN: 0514-5163</identifier><identifier>EISSN: 1880-7488</identifier><identifier>DOI: 10.2472/jsms.49.1091</identifier><identifier>CODEN: ZARYAQ</identifier><language>eng ; jpn</language><publisher>Kyoto: The Society of Materials Science, Japan</publisher><subject>Air-entraining high-range water-reducing agent ; Decomposed granite ; Fine aggregate ; Fresh concrete</subject><ispartof>Journal of the Society of Materials Science, Japan, 2000/10/15, Vol.49(10), pp.1091-1096</ispartof><rights>by The Society of Materials Science, Japan</rights><rights>2001 INIST-CNRS</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c3351-50a6271ac265ffafd20559b556f4458e393bdd6cb4298afa15737ac23c7df56e3</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,1877,4010,27900,27901,27902</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=883407$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>INOUE, Shoichi</creatorcontrib><creatorcontrib>YOSHINO, Akira</creatorcontrib><creatorcontrib>KURODA, Tamotsu</creatorcontrib><creatorcontrib>MATSUI, Shinsaku</creatorcontrib><title>Application of Decomposed Granite as Fine Aggregate for Concrete</title><title>Journal of the Society of Materials Science, Japan</title><addtitle>J. Soc. Mat. Sci., Japan</addtitle><description>Physical properties of decomposed granites distributed widely in Tottori prefecture were examined. Subsequently, mix proportion and manufacture of concrete with water content of 150kg/m3 and slump of 8cm using the decomposed granite from Togou Dam site origin were conducted. The problems with this mix design, and the properties of the fresh and hardened concrete with the decomposed granite also were examined and compared to that of ordinary concrete with normal sand. Test results showed that the disadvantage of concrete with the decomposed granite where (1) slump loss with time is larger, (2) bleeding becomes almost equal to zero, and (3) setting time becomes short compared to that of the ordinary concrete, could be improved to have almost the same physical properties as that of ordinary concrete with normal sand by using a retarder type of air-entraining high-range waterreducing agent.</description><subject>Air-entraining high-range water-reducing agent</subject><subject>Decomposed granite</subject><subject>Fine aggregate</subject><subject>Fresh concrete</subject><issn>0514-5163</issn><issn>1880-7488</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2000</creationdate><recordtype>article</recordtype><recordid>eNo9kE1Lw0AQhhdRsNTe_AEBr6bdz2T3Zqm2CgUvel4mm924Jc2G3Vz89yam9DIDM888MC9CjwSvKS_p5pTOac3VmmBFbtCCSInzkkt5ixZYEJ4LUrB7tErJVxhTSpnkaoFetn3fegODD10WXPZqTTj3Idk6O0To_GAzSNnedzbbNk20DYwTF2K2C52JdrAP6M5Bm-zq0pfoe__2tXvPj5-Hj932mBvGBMkFhoKWBAwthHPgaoqFUJUQheNcSMsUq-q6MBWnSoIDIkpWjjQzZe1EYdkSPc9eE0NK0TrdR3-G-KsJ1lMAegpAc6WnAEb8acZ7SAZaN_5ifLreSMk4LkfqMFOnNEBjr2uIgzet_VcSVbBZe6mT_0qYH4jaduwPSuBzlw</recordid><startdate>2000</startdate><enddate>2000</enddate><creator>INOUE, Shoichi</creator><creator>YOSHINO, Akira</creator><creator>KURODA, Tamotsu</creator><creator>MATSUI, Shinsaku</creator><general>The Society of Materials Science, Japan</general><general>Society of Materials Science</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>2000</creationdate><title>Application of Decomposed Granite as Fine Aggregate for Concrete</title><author>INOUE, Shoichi ; YOSHINO, Akira ; KURODA, Tamotsu ; MATSUI, Shinsaku</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c3351-50a6271ac265ffafd20559b556f4458e393bdd6cb4298afa15737ac23c7df56e3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng ; jpn</language><creationdate>2000</creationdate><topic>Air-entraining high-range water-reducing agent</topic><topic>Decomposed granite</topic><topic>Fine aggregate</topic><topic>Fresh concrete</topic><toplevel>online_resources</toplevel><creatorcontrib>INOUE, Shoichi</creatorcontrib><creatorcontrib>YOSHINO, Akira</creatorcontrib><creatorcontrib>KURODA, Tamotsu</creatorcontrib><creatorcontrib>MATSUI, Shinsaku</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><jtitle>Journal of the Society of Materials Science, Japan</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>INOUE, Shoichi</au><au>YOSHINO, Akira</au><au>KURODA, Tamotsu</au><au>MATSUI, Shinsaku</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Application of Decomposed Granite as Fine Aggregate for Concrete</atitle><jtitle>Journal of the Society of Materials Science, Japan</jtitle><addtitle>J. Soc. Mat. Sci., Japan</addtitle><date>2000</date><risdate>2000</risdate><volume>49</volume><issue>10</issue><spage>1091</spage><epage>1096</epage><pages>1091-1096</pages><issn>0514-5163</issn><eissn>1880-7488</eissn><coden>ZARYAQ</coden><abstract>Physical properties of decomposed granites distributed widely in Tottori prefecture were examined. Subsequently, mix proportion and manufacture of concrete with water content of 150kg/m3 and slump of 8cm using the decomposed granite from Togou Dam site origin were conducted. The problems with this mix design, and the properties of the fresh and hardened concrete with the decomposed granite also were examined and compared to that of ordinary concrete with normal sand. Test results showed that the disadvantage of concrete with the decomposed granite where (1) slump loss with time is larger, (2) bleeding becomes almost equal to zero, and (3) setting time becomes short compared to that of the ordinary concrete, could be improved to have almost the same physical properties as that of ordinary concrete with normal sand by using a retarder type of air-entraining high-range waterreducing agent.</abstract><cop>Kyoto</cop><pub>The Society of Materials Science, Japan</pub><doi>10.2472/jsms.49.1091</doi><tpages>6</tpages><oa>free_for_read</oa></addata></record> |
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subjects | Air-entraining high-range water-reducing agent Decomposed granite Fine aggregate Fresh concrete |
title | Application of Decomposed Granite as Fine Aggregate for Concrete |
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