Fresh properties of self-compacting cold bonded fly ash lightweight aggregate concrete with different mineral admixtures
This paper presents the results of an experimental study on the fresh properties of the self-compacting lightweight concretes made with cold bond fly ash (FA) lightweight aggregates. Binary and ternary use of FA and silica fume (SF) blends have been investigated in the production of self-compacting...
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| Veröffentlicht in: | Materials and structures 2012-12, Vol.45 (12), p.1849-1859 |
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| creator | Güneyisi, Erhan Gesoğlu, Mehmet Booya, Emad |
| description | This paper presents the results of an experimental study on the fresh properties of the self-compacting lightweight concretes made with cold bond fly ash (FA) lightweight aggregates. Binary and ternary use of FA and silica fume (SF) blends have been investigated in the production of self-compacting cold bonded FA lightweight aggregate concretes (SCLWCs). A total of 9 SCLWC mixtures were proportioned having constant water-binder ratio of 0.35 and the total binder content of 550 kg/m
3
. The control mixture contained only Portland cement (PC) as the binder while the remaining mixtures incorporated binary and ternary blends of PC, FA, and SF. After mixing, the fresh properties of the SCLWC were tested for
T
500
slump flow time, slump-flow diameter, V-funnel flow time and L-box height ratio. The fresh properties of SCLWCs with and without mineral admixtures were also evaluated by statistical technique, namely GLM-ANOVA. The results indicated that the combination use of FA and SF together decreased the slump flow time and V-funnel flow time. L-box height ratio, on the other hand, improved significantly. |
| doi_str_mv | 10.1617/s11527-012-9874-6 |
| format | Article |
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3
. The control mixture contained only Portland cement (PC) as the binder while the remaining mixtures incorporated binary and ternary blends of PC, FA, and SF. After mixing, the fresh properties of the SCLWC were tested for
T
500
slump flow time, slump-flow diameter, V-funnel flow time and L-box height ratio. The fresh properties of SCLWCs with and without mineral admixtures were also evaluated by statistical technique, namely GLM-ANOVA. The results indicated that the combination use of FA and SF together decreased the slump flow time and V-funnel flow time. L-box height ratio, on the other hand, improved significantly.</description><identifier>ISSN: 1359-5997</identifier><identifier>EISSN: 1871-6873</identifier><identifier>DOI: 10.1617/s11527-012-9874-6</identifier><language>eng</language><publisher>Dordrecht: Springer Netherlands</publisher><subject>Admixtures ; Aggregates ; Applied sciences ; Blends ; Bonding ; Building construction ; Building Materials ; Buildings. Public works ; Civil Engineering ; Concretes. Mortars. Grouts ; Engineering ; Exact sciences and technology ; Lightweight ; Machines ; Manufacturing ; Materials ; Materials Science ; Original Article ; Other special applications (sand concrete, roller compacted concrete, heavy concrete, architectural concrete, etc.) ; Polymer blends ; Portland cements ; Processes ; Solid Mechanics ; Strength of materials (elasticity, plasticity, buckling, etc.) ; Structural analysis. Stresses ; Theoretical and Applied Mechanics ; Weight reduction</subject><ispartof>Materials and structures, 2012-12, Vol.45 (12), p.1849-1859</ispartof><rights>RILEM 2012</rights><rights>2014 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c412t-ae559a57a02f3f2f36c3676e863c3bdad8a27128ae7a7e01c3a4eef1684c21593</citedby><cites>FETCH-LOGICAL-c412t-ae559a57a02f3f2f36c3676e863c3bdad8a27128ae7a7e01c3a4eef1684c21593</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1617/s11527-012-9874-6$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1617/s11527-012-9874-6$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,41464,42533,51294</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=26700831$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Güneyisi, Erhan</creatorcontrib><creatorcontrib>Gesoğlu, Mehmet</creatorcontrib><creatorcontrib>Booya, Emad</creatorcontrib><title>Fresh properties of self-compacting cold bonded fly ash lightweight aggregate concrete with different mineral admixtures</title><title>Materials and structures</title><addtitle>Mater Struct</addtitle><description>This paper presents the results of an experimental study on the fresh properties of the self-compacting lightweight concretes made with cold bond fly ash (FA) lightweight aggregates. Binary and ternary use of FA and silica fume (SF) blends have been investigated in the production of self-compacting cold bonded FA lightweight aggregate concretes (SCLWCs). A total of 9 SCLWC mixtures were proportioned having constant water-binder ratio of 0.35 and the total binder content of 550 kg/m
3
. The control mixture contained only Portland cement (PC) as the binder while the remaining mixtures incorporated binary and ternary blends of PC, FA, and SF. After mixing, the fresh properties of the SCLWC were tested for
T
500
slump flow time, slump-flow diameter, V-funnel flow time and L-box height ratio. The fresh properties of SCLWCs with and without mineral admixtures were also evaluated by statistical technique, namely GLM-ANOVA. The results indicated that the combination use of FA and SF together decreased the slump flow time and V-funnel flow time. L-box height ratio, on the other hand, improved significantly.</description><subject>Admixtures</subject><subject>Aggregates</subject><subject>Applied sciences</subject><subject>Blends</subject><subject>Bonding</subject><subject>Building construction</subject><subject>Building Materials</subject><subject>Buildings. Public works</subject><subject>Civil Engineering</subject><subject>Concretes. Mortars. Grouts</subject><subject>Engineering</subject><subject>Exact sciences and technology</subject><subject>Lightweight</subject><subject>Machines</subject><subject>Manufacturing</subject><subject>Materials</subject><subject>Materials Science</subject><subject>Original Article</subject><subject>Other special applications (sand concrete, roller compacted concrete, heavy concrete, architectural concrete, etc.)</subject><subject>Polymer blends</subject><subject>Portland cements</subject><subject>Processes</subject><subject>Solid Mechanics</subject><subject>Strength of materials (elasticity, plasticity, buckling, etc.)</subject><subject>Structural analysis. Stresses</subject><subject>Theoretical and Applied Mechanics</subject><subject>Weight reduction</subject><issn>1359-5997</issn><issn>1871-6873</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2012</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNp1kVFrFTEQhRdRsFZ_gG8BEXxJzSS7SfZRilWh4Is-h2l2sjclm70me2n775vLLSJCH5IM5DtnJjld9x7EBWgwnyvAIA0XIPloTc_1i-4MrAGurVEvW62GkQ_jaF53b2q9FUKNAPKsu78qVHdsX9Y9lS1SZWtglVLgfl326LeYZ-bXNLGbNU80sZAeGDZFivNuu6PjznCeC824USOzL9SKu7jt2BRDoEJ5Y0vMVDAxnJZ4vx1az7fdq4Cp0run87z7ffX11-V3fv3z24_LL9fc9yA3jjQMIw4GhQwqtKW90kaT1cqrmwkni9KAtEgGDQnwCnuiANr2XsIwqvPu08m3PfHPgermllg9pYSZ1kN1oA307aNgaOiH_9Db9VBym86B1FpZ1fe2UXCifFlrLRTcvsQFy4MD4Y5ZuFMWrmXhjlk43TQfn5yxekyhYPax_hVKbYSwChonT1xtV3mm8s8Ez5o_Aif8mwU</recordid><startdate>20121201</startdate><enddate>20121201</enddate><creator>Güneyisi, Erhan</creator><creator>Gesoğlu, Mehmet</creator><creator>Booya, Emad</creator><general>Springer Netherlands</general><general>Springer</general><general>Springer Nature B.V</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>7QQ</scope></search><sort><creationdate>20121201</creationdate><title>Fresh properties of self-compacting cold bonded fly ash lightweight aggregate concrete with different mineral admixtures</title><author>Güneyisi, Erhan ; Gesoğlu, Mehmet ; Booya, Emad</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c412t-ae559a57a02f3f2f36c3676e863c3bdad8a27128ae7a7e01c3a4eef1684c21593</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2012</creationdate><topic>Admixtures</topic><topic>Aggregates</topic><topic>Applied sciences</topic><topic>Blends</topic><topic>Bonding</topic><topic>Building construction</topic><topic>Building Materials</topic><topic>Buildings. Public works</topic><topic>Civil Engineering</topic><topic>Concretes. Mortars. Grouts</topic><topic>Engineering</topic><topic>Exact sciences and technology</topic><topic>Lightweight</topic><topic>Machines</topic><topic>Manufacturing</topic><topic>Materials</topic><topic>Materials Science</topic><topic>Original Article</topic><topic>Other special applications (sand concrete, roller compacted concrete, heavy concrete, architectural concrete, etc.)</topic><topic>Polymer blends</topic><topic>Portland cements</topic><topic>Processes</topic><topic>Solid Mechanics</topic><topic>Strength of materials (elasticity, plasticity, buckling, etc.)</topic><topic>Structural analysis. Stresses</topic><topic>Theoretical and Applied Mechanics</topic><topic>Weight reduction</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Güneyisi, Erhan</creatorcontrib><creatorcontrib>Gesoğlu, Mehmet</creatorcontrib><creatorcontrib>Booya, Emad</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Civil Engineering Abstracts</collection><collection>Materials Science Collection</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Ceramic Abstracts</collection><jtitle>Materials and structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Güneyisi, Erhan</au><au>Gesoğlu, Mehmet</au><au>Booya, Emad</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Fresh properties of self-compacting cold bonded fly ash lightweight aggregate concrete with different mineral admixtures</atitle><jtitle>Materials and structures</jtitle><stitle>Mater Struct</stitle><date>2012-12-01</date><risdate>2012</risdate><volume>45</volume><issue>12</issue><spage>1849</spage><epage>1859</epage><pages>1849-1859</pages><issn>1359-5997</issn><eissn>1871-6873</eissn><abstract>This paper presents the results of an experimental study on the fresh properties of the self-compacting lightweight concretes made with cold bond fly ash (FA) lightweight aggregates. Binary and ternary use of FA and silica fume (SF) blends have been investigated in the production of self-compacting cold bonded FA lightweight aggregate concretes (SCLWCs). A total of 9 SCLWC mixtures were proportioned having constant water-binder ratio of 0.35 and the total binder content of 550 kg/m
3
. The control mixture contained only Portland cement (PC) as the binder while the remaining mixtures incorporated binary and ternary blends of PC, FA, and SF. After mixing, the fresh properties of the SCLWC were tested for
T
500
slump flow time, slump-flow diameter, V-funnel flow time and L-box height ratio. The fresh properties of SCLWCs with and without mineral admixtures were also evaluated by statistical technique, namely GLM-ANOVA. The results indicated that the combination use of FA and SF together decreased the slump flow time and V-funnel flow time. L-box height ratio, on the other hand, improved significantly.</abstract><cop>Dordrecht</cop><pub>Springer Netherlands</pub><doi>10.1617/s11527-012-9874-6</doi><tpages>11</tpages></addata></record> |
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| subjects | Admixtures Aggregates Applied sciences Blends Bonding Building construction Building Materials Buildings. Public works Civil Engineering Concretes. Mortars. Grouts Engineering Exact sciences and technology Lightweight Machines Manufacturing Materials Materials Science Original Article Other special applications (sand concrete, roller compacted concrete, heavy concrete, architectural concrete, etc.) Polymer blends Portland cements Processes Solid Mechanics Strength of materials (elasticity, plasticity, buckling, etc.) Structural analysis. Stresses Theoretical and Applied Mechanics Weight reduction |
| title | Fresh properties of self-compacting cold bonded fly ash lightweight aggregate concrete with different mineral admixtures |
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