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Evaluation of natural pozzolan for use as supplementary cementitious material
This paper presents preliminary study results on the use of local natural pozzolan (NP) as a mineral addition. The natural pozzolan was obtained from a source in north-western Algeria and was composed of zeolite and plagioclase, which are mineralogical materials containing large quantities of SiO 2...
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Published in: | European journal of environmental and civil engineering 2012-01, Vol.16 (1), p.77-96 |
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creator | Senhadji, Yassine Escadeillas, Gilles Khelafi, Hamid Mouli, Mohamed Benosman, Ahmed Soufiane |
description | This paper presents preliminary study results on the use of local natural pozzolan (NP) as a mineral addition. The natural pozzolan was obtained from a source in north-western Algeria and was composed of zeolite and plagioclase, which are mineralogical materials containing large quantities of SiO
2
and Al
2
O
3
. A number of cements were prepared in which portland cement (OPC) was replaced by NP in the range of 0-25%. The parameters investigated included pozzolanic activity, setting times, heat of hydration, compressive strength, and the crystalline hydration products (by XRD).The pozzolanic activity index was evaluated on the basis of physical and mechanical parameters (standards ASTM C618 and ASTM C311) and through a chemical analysis (European standard NF EN 196-5). The performance of natural pozzolan cement exposed to aggressive solutions (sulphuric and nitric acids) and their resistance to chloride permeability were also analysed.
Cet article présente des résultats d'études préliminaires sur l'utilisation d'une pouzzolane naturelle locale (NP) comme addition minérale. Cette Pouzzolane naturelle provient de la region nord-Ouest d'Algérie. Elle est composée de zeolite et plagioclase qui sont des matériaux minéralogiques contenant de grandes quantités de SiO
2
et Al
2
O
3
. Des mortiers ont été préparés dans lesquels le ciment Portland (OPC) est remplacé par la pouzzolane naturelle dans des proportions variants de 0 - 25%. Les paramètres recherchés sont l'activité pouzzolanique, le temps de prise, la chaleur d'hydratation, les proprieties mécaniques. L'indice de l'activité pouzzolanique a été évalué sur la base des paramètres physiques et mécaniques (normes ASTM C618 et ASTM C311) et par une analyse chimique (norme européenne NF EN 196-5). La performance de ces mortiers exposés à des solutions agressives (acides sulfuriques et nitriques) et leur résistance à la perméabilité des chlorures furent aussi analysées. |
doi_str_mv | 10.1080/19648189.2012.667692 |
format | article |
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2
and Al
2
O
3
. A number of cements were prepared in which portland cement (OPC) was replaced by NP in the range of 0-25%. The parameters investigated included pozzolanic activity, setting times, heat of hydration, compressive strength, and the crystalline hydration products (by XRD).The pozzolanic activity index was evaluated on the basis of physical and mechanical parameters (standards ASTM C618 and ASTM C311) and through a chemical analysis (European standard NF EN 196-5). The performance of natural pozzolan cement exposed to aggressive solutions (sulphuric and nitric acids) and their resistance to chloride permeability were also analysed.
Cet article présente des résultats d'études préliminaires sur l'utilisation d'une pouzzolane naturelle locale (NP) comme addition minérale. Cette Pouzzolane naturelle provient de la region nord-Ouest d'Algérie. Elle est composée de zeolite et plagioclase qui sont des matériaux minéralogiques contenant de grandes quantités de SiO
2
et Al
2
O
3
. Des mortiers ont été préparés dans lesquels le ciment Portland (OPC) est remplacé par la pouzzolane naturelle dans des proportions variants de 0 - 25%. Les paramètres recherchés sont l'activité pouzzolanique, le temps de prise, la chaleur d'hydratation, les proprieties mécaniques. L'indice de l'activité pouzzolanique a été évalué sur la base des paramètres physiques et mécaniques (normes ASTM C618 et ASTM C311) et par une analyse chimique (norme européenne NF EN 196-5). La performance de ces mortiers exposés à des solutions agressives (acides sulfuriques et nitriques) et leur résistance à la perméabilité des chlorures furent aussi analysées.</description><identifier>ISSN: 1964-8189</identifier><identifier>EISSN: 2116-7214</identifier><identifier>DOI: 10.1080/19648189.2012.667692</identifier><language>eng</language><publisher>Cachan: Routledge</publisher><subject>Aggregates and other concrete constituents ; Applied sciences ; Buildings. Public works ; Cement concrete constituents ; chaleur d'hydratation ; chloride ion ; Civil Engineering ; Concrete additives (fillers, pozzolanic and hydraulic materials) ; Concretes. Mortars. Grouts ; durability ; durabilité ; Engineering Sciences ; Exact sciences and technology ; General (composition, classification, performance, standards, patents, etc.) ; heat of hydration ; indice d'activité ; ion chlore ; Materials ; pouzzolanes ; pozzolans ; setting time ; strength activity index ; temps de prise</subject><ispartof>European journal of environmental and civil engineering, 2012-01, Vol.16 (1), p.77-96</ispartof><rights>Copyright Taylor & Francis Group, LLC 2012</rights><rights>2014 INIST-CNRS</rights><rights>Distributed under a Creative Commons Attribution 4.0 International License</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c371t-77d35e8095dcc656ad8f1e9e12abe721d3437a496753c0ccb3223ed5151c04963</citedby><cites>FETCH-LOGICAL-c371t-77d35e8095dcc656ad8f1e9e12abe721d3437a496753c0ccb3223ed5151c04963</cites><orcidid>0000-0003-1569-4685</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,314,777,781,882,4010,27904,27905,27906</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=25855823$$DView record in Pascal Francis$$Hfree_for_read</backlink><backlink>$$Uhttps://insa-toulouse.hal.science/hal-02165385$$DView record in HAL$$Hfree_for_read</backlink></links><search><creatorcontrib>Senhadji, Yassine</creatorcontrib><creatorcontrib>Escadeillas, Gilles</creatorcontrib><creatorcontrib>Khelafi, Hamid</creatorcontrib><creatorcontrib>Mouli, Mohamed</creatorcontrib><creatorcontrib>Benosman, Ahmed Soufiane</creatorcontrib><title>Evaluation of natural pozzolan for use as supplementary cementitious material</title><title>European journal of environmental and civil engineering</title><description>This paper presents preliminary study results on the use of local natural pozzolan (NP) as a mineral addition. The natural pozzolan was obtained from a source in north-western Algeria and was composed of zeolite and plagioclase, which are mineralogical materials containing large quantities of SiO
2
and Al
2
O
3
. A number of cements were prepared in which portland cement (OPC) was replaced by NP in the range of 0-25%. The parameters investigated included pozzolanic activity, setting times, heat of hydration, compressive strength, and the crystalline hydration products (by XRD).The pozzolanic activity index was evaluated on the basis of physical and mechanical parameters (standards ASTM C618 and ASTM C311) and through a chemical analysis (European standard NF EN 196-5). The performance of natural pozzolan cement exposed to aggressive solutions (sulphuric and nitric acids) and their resistance to chloride permeability were also analysed.
Cet article présente des résultats d'études préliminaires sur l'utilisation d'une pouzzolane naturelle locale (NP) comme addition minérale. Cette Pouzzolane naturelle provient de la region nord-Ouest d'Algérie. Elle est composée de zeolite et plagioclase qui sont des matériaux minéralogiques contenant de grandes quantités de SiO
2
et Al
2
O
3
. Des mortiers ont été préparés dans lesquels le ciment Portland (OPC) est remplacé par la pouzzolane naturelle dans des proportions variants de 0 - 25%. Les paramètres recherchés sont l'activité pouzzolanique, le temps de prise, la chaleur d'hydratation, les proprieties mécaniques. L'indice de l'activité pouzzolanique a été évalué sur la base des paramètres physiques et mécaniques (normes ASTM C618 et ASTM C311) et par une analyse chimique (norme européenne NF EN 196-5). La performance de ces mortiers exposés à des solutions agressives (acides sulfuriques et nitriques) et leur résistance à la perméabilité des chlorures furent aussi analysées.</description><subject>Aggregates and other concrete constituents</subject><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Cement concrete constituents</subject><subject>chaleur d'hydratation</subject><subject>chloride ion</subject><subject>Civil Engineering</subject><subject>Concrete additives (fillers, pozzolanic and hydraulic materials)</subject><subject>Concretes. Mortars. Grouts</subject><subject>durability</subject><subject>durabilité</subject><subject>Engineering Sciences</subject><subject>Exact sciences and technology</subject><subject>General (composition, classification, performance, standards, patents, etc.)</subject><subject>heat of hydration</subject><subject>indice d'activité</subject><subject>ion chlore</subject><subject>Materials</subject><subject>pouzzolanes</subject><subject>pozzolans</subject><subject>setting time</subject><subject>strength activity index</subject><subject>temps de prise</subject><issn>1964-8189</issn><issn>2116-7214</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2012</creationdate><recordtype>article</recordtype><recordid>eNp9kE1LxDAQhoMouKz-Aw-5ePDQNZM0aXsSWfyCFS96DmOaYiXblKRdcX-9qVWP5jJheJ6Z4SXkDNgKWMkuoVJ5CWW14gz4SqlCVfyALDiAygoO-SFZTEg2McfkNMZ3lp4QoES1II83O3QjDq3vqG9oh8MY0NHe7_feYUcbH-gYLcVI49j3zm5tN2D4pOb71yZxjHSLgw0tuhNy1KCL9vSnLsnL7c3z-j7bPN09rK83mREFDFlR1ELaklWyNkZJhXXZgK0scHy16eZa5KLAvFKFFIYZ8yo4F7aWIMGw1BZLcjHPfUOn-9Bu00XaY6vvrzd66jEOSopS7iCx-cya4GMMtvkTgOkpQf2boJ4S1HOCSTuftR6jQdcE7Ewb_1wuSylLLhJ3NXNtl7La4ocPrtYDfjoffiXx76Yv3VeENw</recordid><startdate>20120101</startdate><enddate>20120101</enddate><creator>Senhadji, Yassine</creator><creator>Escadeillas, Gilles</creator><creator>Khelafi, Hamid</creator><creator>Mouli, Mohamed</creator><creator>Benosman, Ahmed Soufiane</creator><general>Routledge</general><general>Lavoisier</general><general>Taylor & Francis</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>1XC</scope><orcidid>https://orcid.org/0000-0003-1569-4685</orcidid></search><sort><creationdate>20120101</creationdate><title>Evaluation of natural pozzolan for use as supplementary cementitious material</title><author>Senhadji, Yassine ; Escadeillas, Gilles ; Khelafi, Hamid ; Mouli, Mohamed ; Benosman, Ahmed Soufiane</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c371t-77d35e8095dcc656ad8f1e9e12abe721d3437a496753c0ccb3223ed5151c04963</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2012</creationdate><topic>Aggregates and other concrete constituents</topic><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Cement concrete constituents</topic><topic>chaleur d'hydratation</topic><topic>chloride ion</topic><topic>Civil Engineering</topic><topic>Concrete additives (fillers, pozzolanic and hydraulic materials)</topic><topic>Concretes. Mortars. Grouts</topic><topic>durability</topic><topic>durabilité</topic><topic>Engineering Sciences</topic><topic>Exact sciences and technology</topic><topic>General (composition, classification, performance, standards, patents, etc.)</topic><topic>heat of hydration</topic><topic>indice d'activité</topic><topic>ion chlore</topic><topic>Materials</topic><topic>pouzzolanes</topic><topic>pozzolans</topic><topic>setting time</topic><topic>strength activity index</topic><topic>temps de prise</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Senhadji, Yassine</creatorcontrib><creatorcontrib>Escadeillas, Gilles</creatorcontrib><creatorcontrib>Khelafi, Hamid</creatorcontrib><creatorcontrib>Mouli, Mohamed</creatorcontrib><creatorcontrib>Benosman, Ahmed Soufiane</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Hyper Article en Ligne (HAL)</collection><jtitle>European journal of environmental and civil engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Senhadji, Yassine</au><au>Escadeillas, Gilles</au><au>Khelafi, Hamid</au><au>Mouli, Mohamed</au><au>Benosman, Ahmed Soufiane</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Evaluation of natural pozzolan for use as supplementary cementitious material</atitle><jtitle>European journal of environmental and civil engineering</jtitle><date>2012-01-01</date><risdate>2012</risdate><volume>16</volume><issue>1</issue><spage>77</spage><epage>96</epage><pages>77-96</pages><issn>1964-8189</issn><eissn>2116-7214</eissn><abstract>This paper presents preliminary study results on the use of local natural pozzolan (NP) as a mineral addition. The natural pozzolan was obtained from a source in north-western Algeria and was composed of zeolite and plagioclase, which are mineralogical materials containing large quantities of SiO
2
and Al
2
O
3
. A number of cements were prepared in which portland cement (OPC) was replaced by NP in the range of 0-25%. The parameters investigated included pozzolanic activity, setting times, heat of hydration, compressive strength, and the crystalline hydration products (by XRD).The pozzolanic activity index was evaluated on the basis of physical and mechanical parameters (standards ASTM C618 and ASTM C311) and through a chemical analysis (European standard NF EN 196-5). The performance of natural pozzolan cement exposed to aggressive solutions (sulphuric and nitric acids) and their resistance to chloride permeability were also analysed.
Cet article présente des résultats d'études préliminaires sur l'utilisation d'une pouzzolane naturelle locale (NP) comme addition minérale. Cette Pouzzolane naturelle provient de la region nord-Ouest d'Algérie. Elle est composée de zeolite et plagioclase qui sont des matériaux minéralogiques contenant de grandes quantités de SiO
2
et Al
2
O
3
. Des mortiers ont été préparés dans lesquels le ciment Portland (OPC) est remplacé par la pouzzolane naturelle dans des proportions variants de 0 - 25%. Les paramètres recherchés sont l'activité pouzzolanique, le temps de prise, la chaleur d'hydratation, les proprieties mécaniques. L'indice de l'activité pouzzolanique a été évalué sur la base des paramètres physiques et mécaniques (normes ASTM C618 et ASTM C311) et par une analyse chimique (norme européenne NF EN 196-5). La performance de ces mortiers exposés à des solutions agressives (acides sulfuriques et nitriques) et leur résistance à la perméabilité des chlorures furent aussi analysées.</abstract><cop>Cachan</cop><pub>Routledge</pub><doi>10.1080/19648189.2012.667692</doi><tpages>20</tpages><orcidid>https://orcid.org/0000-0003-1569-4685</orcidid></addata></record> |
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subjects | Aggregates and other concrete constituents Applied sciences Buildings. Public works Cement concrete constituents chaleur d'hydratation chloride ion Civil Engineering Concrete additives (fillers, pozzolanic and hydraulic materials) Concretes. Mortars. Grouts durability durabilité Engineering Sciences Exact sciences and technology General (composition, classification, performance, standards, patents, etc.) heat of hydration indice d'activité ion chlore Materials pouzzolanes pozzolans setting time strength activity index temps de prise |
title | Evaluation of natural pozzolan for use as supplementary cementitious material |
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