Effects of mineral admixtures on fresh and hardened properties of self-compacting concretes : binary, ternary and quaternary systems
The paper presented herein investigates the effects of using supplementary cementitious materials in binary, ternary, and quaternary blends on the fresh and hardened properties of self-compacting concretes (SCCs). A total of 22 concrete mixtures were designed having a constant water/binder ratio of...
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| Veröffentlicht in: | Materials and structures 2007-11, Vol.40 (9), p.923-937 |
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| creator | GESOGLU, Mehmet OZBAY, Erdogan |
| description | The paper presented herein investigates the effects of using supplementary cementitious materials in binary, ternary, and quaternary blends on the fresh and hardened properties of self-compacting concretes (SCCs). A total of 22 concrete mixtures were designed having a constant water/binder ratio of 0.32 and total binder content of 550 kg/m^sup 3^. The control mixture contained only portland cement (PC) as the binder while the remaining mixtures incorporated binary, ternary, and quaternary cementitious blends of PC, fly ash (FA), ground granulated blast furnace slag (GGBFS), and silica fume (SF). After mixing, the fresh properties of the concretes were tested for slump flow time, L-box height ratio, V-funnel flow time, setting time, and viscosity. Moreover, compressive strength, ultrasonic pulse velocity, and electrical resistivity of the hardened concretes were measured. Test results have revealed that incorporating the mineral admixtures improved the fresh properties and rheology of the concrete mixtures. The compressive strength and electrical resistivity of the concretes with SF and GGBFS were much higher than those of the control concrete.[PUBLICATION ABSTRACT] |
| doi_str_mv | 10.1617/s11527-007-9242-0 |
| format | Article |
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A total of 22 concrete mixtures were designed having a constant water/binder ratio of 0.32 and total binder content of 550 kg/m^sup 3^. The control mixture contained only portland cement (PC) as the binder while the remaining mixtures incorporated binary, ternary, and quaternary cementitious blends of PC, fly ash (FA), ground granulated blast furnace slag (GGBFS), and silica fume (SF). After mixing, the fresh properties of the concretes were tested for slump flow time, L-box height ratio, V-funnel flow time, setting time, and viscosity. Moreover, compressive strength, ultrasonic pulse velocity, and electrical resistivity of the hardened concretes were measured. Test results have revealed that incorporating the mineral admixtures improved the fresh properties and rheology of the concrete mixtures. The compressive strength and electrical resistivity of the concretes with SF and GGBFS were much higher than those of the control concrete.[PUBLICATION ABSTRACT]</description><identifier>ISSN: 1359-5997</identifier><identifier>EISSN: 1871-6873</identifier><identifier>DOI: 10.1617/s11527-007-9242-0</identifier><language>eng</language><publisher>Dordrecht: Springer</publisher><subject>Admixtures for concrete, mortar and grouts ; Applied sciences ; Binders ; Blends ; Building construction ; Building materials ; Buildings. Public works ; Cement ; Cements ; Civil engineering ; Compressive strength ; Concrete ; Concretes ; Concretes. Mortars. Grouts ; Electrical resistivity ; Exact sciences and technology ; Materials ; Other special applications (sand concrete, roller compacted concrete, heavy concrete, architectural concrete, etc.) ; Polymer blends ; Portland cements</subject><ispartof>Materials and structures, 2007-11, Vol.40 (9), p.923-937</ispartof><rights>2008 INIST-CNRS</rights><rights>RILEM 2007</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c365t-11aee600a80781f7fbb5fcb6315e0e6757972995c33be2e3bb689da7c41ccdf73</citedby><cites>FETCH-LOGICAL-c365t-11aee600a80781f7fbb5fcb6315e0e6757972995c33be2e3bb689da7c41ccdf73</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27903,27904</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=19175424$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>GESOGLU, Mehmet</creatorcontrib><creatorcontrib>OZBAY, Erdogan</creatorcontrib><title>Effects of mineral admixtures on fresh and hardened properties of self-compacting concretes : binary, ternary and quaternary systems</title><title>Materials and structures</title><description>The paper presented herein investigates the effects of using supplementary cementitious materials in binary, ternary, and quaternary blends on the fresh and hardened properties of self-compacting concretes (SCCs). A total of 22 concrete mixtures were designed having a constant water/binder ratio of 0.32 and total binder content of 550 kg/m^sup 3^. The control mixture contained only portland cement (PC) as the binder while the remaining mixtures incorporated binary, ternary, and quaternary cementitious blends of PC, fly ash (FA), ground granulated blast furnace slag (GGBFS), and silica fume (SF). After mixing, the fresh properties of the concretes were tested for slump flow time, L-box height ratio, V-funnel flow time, setting time, and viscosity. Moreover, compressive strength, ultrasonic pulse velocity, and electrical resistivity of the hardened concretes were measured. Test results have revealed that incorporating the mineral admixtures improved the fresh properties and rheology of the concrete mixtures. The compressive strength and electrical resistivity of the concretes with SF and GGBFS were much higher than those of the control concrete.[PUBLICATION ABSTRACT]</description><subject>Admixtures for concrete, mortar and grouts</subject><subject>Applied sciences</subject><subject>Binders</subject><subject>Blends</subject><subject>Building construction</subject><subject>Building materials</subject><subject>Buildings. Public works</subject><subject>Cement</subject><subject>Cements</subject><subject>Civil engineering</subject><subject>Compressive strength</subject><subject>Concrete</subject><subject>Concretes</subject><subject>Concretes. Mortars. Grouts</subject><subject>Electrical resistivity</subject><subject>Exact sciences and technology</subject><subject>Materials</subject><subject>Other special applications (sand concrete, roller compacted concrete, heavy concrete, architectural concrete, etc.)</subject><subject>Polymer blends</subject><subject>Portland cements</subject><issn>1359-5997</issn><issn>1871-6873</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2007</creationdate><recordtype>article</recordtype><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNp9kU9rFTEUxQdRsFY_gLsgqBujucnL3MSdlPoHCm50HTKZGztlJvOaZKDd-8HN66sIXbi6N8nvHO7N6bqXIN5DD_ihAGiJXAjkVu4kF4-6EzAIvDeoHrdeacu1tfi0e1bKlRDKAsiT7vd5jBRqYWtky5Qo-5n5cZlu6pap3SYWW71kPo3s0ueREo1sn9c95TrRnazQHHlYl70PdUq_WFhTyFTb40c2TMnn23esUj40dzbXm_97LLel0lKed0-inwu9uK-n3c_P5z_OvvKL71--nX264EH1unIAT9QL4Y1AAxHjMOgYhl6BJkE9arQordVBqYEkqWHojR09hh2EMEZUp93bo29b4HqjUt0ylUDz7BOtW3EWrFUSjWzkm_-SClALi6qBrx6AV-vWlpuLM0ahMdYcIDhCIa-lZIpun6elfYAD4Q7xuWN8rsXnDvE50TSv7419CX6O2acwlX9C2ybYyZ36AzVjnJU</recordid><startdate>20071101</startdate><enddate>20071101</enddate><creator>GESOGLU, Mehmet</creator><creator>OZBAY, Erdogan</creator><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>20071101</creationdate><title>Effects of mineral admixtures on fresh and hardened properties of self-compacting concretes : binary, ternary and quaternary systems</title><author>GESOGLU, Mehmet ; OZBAY, Erdogan</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c365t-11aee600a80781f7fbb5fcb6315e0e6757972995c33be2e3bb689da7c41ccdf73</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2007</creationdate><topic>Admixtures for concrete, mortar and grouts</topic><topic>Applied sciences</topic><topic>Binders</topic><topic>Blends</topic><topic>Building construction</topic><topic>Building materials</topic><topic>Buildings. 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A total of 22 concrete mixtures were designed having a constant water/binder ratio of 0.32 and total binder content of 550 kg/m^sup 3^. The control mixture contained only portland cement (PC) as the binder while the remaining mixtures incorporated binary, ternary, and quaternary cementitious blends of PC, fly ash (FA), ground granulated blast furnace slag (GGBFS), and silica fume (SF). After mixing, the fresh properties of the concretes were tested for slump flow time, L-box height ratio, V-funnel flow time, setting time, and viscosity. Moreover, compressive strength, ultrasonic pulse velocity, and electrical resistivity of the hardened concretes were measured. Test results have revealed that incorporating the mineral admixtures improved the fresh properties and rheology of the concrete mixtures. The compressive strength and electrical resistivity of the concretes with SF and GGBFS were much higher than those of the control concrete.[PUBLICATION ABSTRACT]</abstract><cop>Dordrecht</cop><pub>Springer</pub><doi>10.1617/s11527-007-9242-0</doi><tpages>15</tpages></addata></record> |
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| subjects | Admixtures for concrete, mortar and grouts Applied sciences Binders Blends Building construction Building materials Buildings. Public works Cement Cements Civil engineering Compressive strength Concrete Concretes Concretes. Mortars. Grouts Electrical resistivity Exact sciences and technology Materials Other special applications (sand concrete, roller compacted concrete, heavy concrete, architectural concrete, etc.) Polymer blends Portland cements |
| title | Effects of mineral admixtures on fresh and hardened properties of self-compacting concretes : binary, ternary and quaternary systems |
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