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Metakaolin sand–blended-cement pastes: Rheology, hydration process and mechanical properties
In the present work, the use of three Slovak poor metakaolin sands with different metakaolin content (36.0% (MK-1), 31.5 (MK-2) and 40.0% (MK-3)) and specific surface has been deeply studied as mineral addition for Portland cement. The percentage of metakaolin sands in the blended cements was 10%, 2...
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Published in: | Construction & building materials 2010-05, Vol.24 (5), p.791-802 |
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creator | Janotka, I. Puertas, F. Palacios, M. Kuliffayová, M. Varga, C. |
description | In the present work, the use of three Slovak poor metakaolin sands with different metakaolin content (36.0% (MK-1), 31.5 (MK-2) and 40.0% (MK-3)) and specific surface has been deeply studied as mineral addition for Portland cement. The percentage of metakaolin sands in the blended cements was 10%, 20% and 40%.
The pozzolanic tests confirm that the three metakaolin sands show a high pozzolanic activity, comparable to a commercial metakaolin and silica fume. With respect to the rheological behaviour, metakaolin sand–blended-cement pastes fit to Herchel–Bulkley model and their yield stress increases as the metakaolin content increases. MK-3 sand with the highest pozzolanic activity and highest specific surface induces the highest increase of the yield stress.
From the calorimetric results it is concluded that the addition of MK-1 and MK-2 sands to Portland cement induces a delay up to 2
h of the precipitation of the main hydration products in the blended-cement pastes and decreases the maximum heat evolution rate. On the contrary, the incorporation of 40% of MK-3 sand shortens 6
h its apparition and increases significantly the maximum heat evolution rate. Additionally, the presence of the metakaolin sands reduces the heat released during the hydration process with respect to non-blended-cement pastes.
The incorporation of metakaolin sand induces a decrease of the mechanical strength, being the decrease higher as the metakaolin sand content increases although they also produce a refinement in the pore structure and a decrease of the permeability. |
doi_str_mv | 10.1016/j.conbuildmat.2009.10.028 |
format | article |
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The pozzolanic tests confirm that the three metakaolin sands show a high pozzolanic activity, comparable to a commercial metakaolin and silica fume. With respect to the rheological behaviour, metakaolin sand–blended-cement pastes fit to Herchel–Bulkley model and their yield stress increases as the metakaolin content increases. MK-3 sand with the highest pozzolanic activity and highest specific surface induces the highest increase of the yield stress.
From the calorimetric results it is concluded that the addition of MK-1 and MK-2 sands to Portland cement induces a delay up to 2
h of the precipitation of the main hydration products in the blended-cement pastes and decreases the maximum heat evolution rate. On the contrary, the incorporation of 40% of MK-3 sand shortens 6
h its apparition and increases significantly the maximum heat evolution rate. Additionally, the presence of the metakaolin sands reduces the heat released during the hydration process with respect to non-blended-cement pastes.
The incorporation of metakaolin sand induces a decrease of the mechanical strength, being the decrease higher as the metakaolin sand content increases although they also produce a refinement in the pore structure and a decrease of the permeability.</description><identifier>ISSN: 0950-0618</identifier><identifier>EISSN: 1879-0526</identifier><identifier>DOI: 10.1016/j.conbuildmat.2009.10.028</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Analysis ; Blend ; Cement ; Cement paste ; Construction materials ; Evolution ; Hydration ; Hydration (Chemistry) ; Mechanical properties ; Metakaolin sand ; Pastes ; Pore structure ; Portland cements ; Rheology ; Sand ; Sands ; Specific surface ; Strength ; Yield stress</subject><ispartof>Construction & building materials, 2010-05, Vol.24 (5), p.791-802</ispartof><rights>2009 Elsevier Ltd</rights><rights>COPYRIGHT 2010 Elsevier B.V.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c528t-eef67ef72e7a1f8a5402c81c2baa22ea57962a82a883b4fe98af138fd19f31413</citedby><cites>FETCH-LOGICAL-c528t-eef67ef72e7a1f8a5402c81c2baa22ea57962a82a883b4fe98af138fd19f31413</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Janotka, I.</creatorcontrib><creatorcontrib>Puertas, F.</creatorcontrib><creatorcontrib>Palacios, M.</creatorcontrib><creatorcontrib>Kuliffayová, M.</creatorcontrib><creatorcontrib>Varga, C.</creatorcontrib><title>Metakaolin sand–blended-cement pastes: Rheology, hydration process and mechanical properties</title><title>Construction & building materials</title><description>In the present work, the use of three Slovak poor metakaolin sands with different metakaolin content (36.0% (MK-1), 31.5 (MK-2) and 40.0% (MK-3)) and specific surface has been deeply studied as mineral addition for Portland cement. The percentage of metakaolin sands in the blended cements was 10%, 20% and 40%.
The pozzolanic tests confirm that the three metakaolin sands show a high pozzolanic activity, comparable to a commercial metakaolin and silica fume. With respect to the rheological behaviour, metakaolin sand–blended-cement pastes fit to Herchel–Bulkley model and their yield stress increases as the metakaolin content increases. MK-3 sand with the highest pozzolanic activity and highest specific surface induces the highest increase of the yield stress.
From the calorimetric results it is concluded that the addition of MK-1 and MK-2 sands to Portland cement induces a delay up to 2
h of the precipitation of the main hydration products in the blended-cement pastes and decreases the maximum heat evolution rate. On the contrary, the incorporation of 40% of MK-3 sand shortens 6
h its apparition and increases significantly the maximum heat evolution rate. Additionally, the presence of the metakaolin sands reduces the heat released during the hydration process with respect to non-blended-cement pastes.
The incorporation of metakaolin sand induces a decrease of the mechanical strength, being the decrease higher as the metakaolin sand content increases although they also produce a refinement in the pore structure and a decrease of the permeability.</description><subject>Analysis</subject><subject>Blend</subject><subject>Cement</subject><subject>Cement paste</subject><subject>Construction materials</subject><subject>Evolution</subject><subject>Hydration</subject><subject>Hydration (Chemistry)</subject><subject>Mechanical properties</subject><subject>Metakaolin sand</subject><subject>Pastes</subject><subject>Pore structure</subject><subject>Portland cements</subject><subject>Rheology</subject><subject>Sand</subject><subject>Sands</subject><subject>Specific surface</subject><subject>Strength</subject><subject>Yield stress</subject><issn>0950-0618</issn><issn>1879-0526</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2010</creationdate><recordtype>article</recordtype><recordid>eNqNkt-K1DAUxosoOK6-Q8ULvdjWJP2T1Ltl0FVYEURvDafpSSdjm4xJKsyd7-Ab7pOYMl7swiCSQOA7v-8knHxZ9pySkhLavt6Xytl-MdMwQywZIV3SS8LEg2xDBe8K0rD2YbYhXUMK0lLxOHsSwp4Q0rKWbbJvHzHCd3CTsXkAO9z--t1PaAccCoUz2pgfIEQMb_LPO3STG4-X-e44eIjG2fzgncIQ8mTMZ1Q7sEbBtMoH9NFgeJo90jAFfPb3vMi-vnv7Zfu-uPl0_WF7dVOoholYIOqWo-YMOVAtoKkJU4Iq1gMwhtDwrmUg0hZVX2vsBGhaCT3QTle0ptVF9vLUN139Y8EQ5WyCwmkCi24JkjcVrzirSSJf_ZOknFBSd4yv6IsTOsKE0ljtoge14vKKpXfXrWibRBVnqBEtepicRW2SfI8vz_BpDTgbddZwecfQL8HYNHNjgxl3MYywhHAf70648i4Ej1oevJnBHyUlcs2M3Ms7mZFrZtZSykzybk9eTH_106CXQRm0CgfjUUU5OPMfXf4Ajj7Q6Q</recordid><startdate>20100501</startdate><enddate>20100501</enddate><creator>Janotka, I.</creator><creator>Puertas, F.</creator><creator>Palacios, M.</creator><creator>Kuliffayová, M.</creator><creator>Varga, C.</creator><general>Elsevier Ltd</general><general>Elsevier B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>N95</scope><scope>XI7</scope><scope>7QQ</scope><scope>7SR</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20100501</creationdate><title>Metakaolin sand–blended-cement pastes: Rheology, hydration process and mechanical properties</title><author>Janotka, I. ; Puertas, F. ; Palacios, M. ; Kuliffayová, M. ; Varga, C.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c528t-eef67ef72e7a1f8a5402c81c2baa22ea57962a82a883b4fe98af138fd19f31413</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2010</creationdate><topic>Analysis</topic><topic>Blend</topic><topic>Cement</topic><topic>Cement paste</topic><topic>Construction materials</topic><topic>Evolution</topic><topic>Hydration</topic><topic>Hydration (Chemistry)</topic><topic>Mechanical properties</topic><topic>Metakaolin sand</topic><topic>Pastes</topic><topic>Pore structure</topic><topic>Portland cements</topic><topic>Rheology</topic><topic>Sand</topic><topic>Sands</topic><topic>Specific surface</topic><topic>Strength</topic><topic>Yield stress</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Janotka, I.</creatorcontrib><creatorcontrib>Puertas, F.</creatorcontrib><creatorcontrib>Palacios, M.</creatorcontrib><creatorcontrib>Kuliffayová, M.</creatorcontrib><creatorcontrib>Varga, C.</creatorcontrib><collection>CrossRef</collection><collection>Gale_Business Insights: Global</collection><collection>Business Insights: Essentials</collection><collection>Ceramic Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Construction & building materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Janotka, I.</au><au>Puertas, F.</au><au>Palacios, M.</au><au>Kuliffayová, M.</au><au>Varga, C.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Metakaolin sand–blended-cement pastes: Rheology, hydration process and mechanical properties</atitle><jtitle>Construction & building materials</jtitle><date>2010-05-01</date><risdate>2010</risdate><volume>24</volume><issue>5</issue><spage>791</spage><epage>802</epage><pages>791-802</pages><issn>0950-0618</issn><eissn>1879-0526</eissn><abstract>In the present work, the use of three Slovak poor metakaolin sands with different metakaolin content (36.0% (MK-1), 31.5 (MK-2) and 40.0% (MK-3)) and specific surface has been deeply studied as mineral addition for Portland cement. The percentage of metakaolin sands in the blended cements was 10%, 20% and 40%.
The pozzolanic tests confirm that the three metakaolin sands show a high pozzolanic activity, comparable to a commercial metakaolin and silica fume. With respect to the rheological behaviour, metakaolin sand–blended-cement pastes fit to Herchel–Bulkley model and their yield stress increases as the metakaolin content increases. MK-3 sand with the highest pozzolanic activity and highest specific surface induces the highest increase of the yield stress.
From the calorimetric results it is concluded that the addition of MK-1 and MK-2 sands to Portland cement induces a delay up to 2
h of the precipitation of the main hydration products in the blended-cement pastes and decreases the maximum heat evolution rate. On the contrary, the incorporation of 40% of MK-3 sand shortens 6
h its apparition and increases significantly the maximum heat evolution rate. Additionally, the presence of the metakaolin sands reduces the heat released during the hydration process with respect to non-blended-cement pastes.
The incorporation of metakaolin sand induces a decrease of the mechanical strength, being the decrease higher as the metakaolin sand content increases although they also produce a refinement in the pore structure and a decrease of the permeability.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.conbuildmat.2009.10.028</doi><tpages>12</tpages></addata></record> |
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subjects | Analysis Blend Cement Cement paste Construction materials Evolution Hydration Hydration (Chemistry) Mechanical properties Metakaolin sand Pastes Pore structure Portland cements Rheology Sand Sands Specific surface Strength Yield stress |
title | Metakaolin sand–blended-cement pastes: Rheology, hydration process and mechanical properties |
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