Loading…

Model synthetic pastes for low pH cements

Model synthetic pastes were designed to obtain a simplified silica system that could be used in durability studies on materials with low calcium-to-silica ratios. The synthetic pastes made use of the well-known pozzolanic reaction between tricalcium silicate (C3S) and nanosilica, covering calcium-to...

Full description

Saved in:
Bibliographic Details
Published in:Cement and concrete research 2020-10, Vol.136, p.106168, Article 106168
Main Authors: Kangni-Foli, E., Poyet, S., Le Bescop, P., Charpentier, T., Bernachy-Barbé, F., Dauzères, A., L'Hôpital, E., Neji, M., d'Espinose de Lacaillerie, J.-B.
Format: Article
Language:English
Subjects:
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by cdi_FETCH-LOGICAL-c426t-1e63e49e4b79945ef45f3197aa60f320178c8f095b7d6694ca501db624513fa03
cites cdi_FETCH-LOGICAL-c426t-1e63e49e4b79945ef45f3197aa60f320178c8f095b7d6694ca501db624513fa03
container_end_page
container_issue
container_start_page 106168
container_title Cement and concrete research
container_volume 136
creator Kangni-Foli, E.
Poyet, S.
Le Bescop, P.
Charpentier, T.
Bernachy-Barbé, F.
Dauzères, A.
L'Hôpital, E.
Neji, M.
d'Espinose de Lacaillerie, J.-B.
description Model synthetic pastes were designed to obtain a simplified silica system that could be used in durability studies on materials with low calcium-to-silica ratios. The synthetic pastes made use of the well-known pozzolanic reaction between tricalcium silicate (C3S) and nanosilica, covering calcium-to-silica ratios (C/S) from 0.8 to 3.0. The pure C3S paste (C/S = 3.0) contained C-S-H and portlandite, while pastes with C/S < 1.4 only included C-S-H. The pore solution pH directly correlated with the C/S ratio. The synthetic pastes demonstrated a mineralogy, a C-S-H structure, a mean chain length and pore network features that were similar to ordinary Portland cement (OPC) and low-pH materials, depending on their C/S ratios. The main shortcomings were: (1) high water-to-binder ratio and high superplasticizer dosage to maintain the workability of the synthetic pastes of low C/S ratios and (2) significant cracking of the pastes of low C/S ratios.
doi_str_mv 10.1016/j.cemconres.2020.106168
format article
fullrecord <record><control><sourceid>proquest_hal_p</sourceid><recordid>TN_cdi_hal_primary_oai_HAL_cea_02894517v1</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0008884619312487</els_id><sourcerecordid>2448940957</sourcerecordid><originalsourceid>FETCH-LOGICAL-c426t-1e63e49e4b79945ef45f3197aa60f320178c8f095b7d6694ca501db624513fa03</originalsourceid><addsrcrecordid>eNqFkE9LwzAYh4MoOKefwYKnHTrzr0l6HEM3YeJFzyFL37CWrqlJN9m3N6Oyq6eXvDy_J8kPoUeC5wQT8dzMLeyt7wLEOcX0vBVEqCs0IUqynJVcXaMJxljlSnFxi-5ibNJRUKYmaPbuK2izeOqGHQy1zXoTB4iZ8yFr_U_Wr7Okh26I9-jGmTbCw9-coq_Xl8_lOt98rN6Wi01uORVDTkAw4CXwrSxLXoDjhWOklMYI7BjFRCqrHC6LrayEKLk1BSbVVlBeEOYMZlM0G7070-o-1HsTTtqbWq8XG23BaExVEhN5JIl9Gtk--O8DxEE3_hC69DxNOU9YukcmSo6UDT7GAO6iJVifO9SNvnSozx3qscOUXIxJSB8-1hB0tDV0Fqo6gB105et_Hb8vbntV</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2448940957</pqid></control><display><type>article</type><title>Model synthetic pastes for low pH cements</title><source>ScienceDirect Freedom Collection</source><creator>Kangni-Foli, E. ; Poyet, S. ; Le Bescop, P. ; Charpentier, T. ; Bernachy-Barbé, F. ; Dauzères, A. ; L'Hôpital, E. ; Neji, M. ; d'Espinose de Lacaillerie, J.-B.</creator><creatorcontrib>Kangni-Foli, E. ; Poyet, S. ; Le Bescop, P. ; Charpentier, T. ; Bernachy-Barbé, F. ; Dauzères, A. ; L'Hôpital, E. ; Neji, M. ; d'Espinose de Lacaillerie, J.-B.</creatorcontrib><description>Model synthetic pastes were designed to obtain a simplified silica system that could be used in durability studies on materials with low calcium-to-silica ratios. The synthetic pastes made use of the well-known pozzolanic reaction between tricalcium silicate (C3S) and nanosilica, covering calcium-to-silica ratios (C/S) from 0.8 to 3.0. The pure C3S paste (C/S = 3.0) contained C-S-H and portlandite, while pastes with C/S &lt; 1.4 only included C-S-H. The pore solution pH directly correlated with the C/S ratio. The synthetic pastes demonstrated a mineralogy, a C-S-H structure, a mean chain length and pore network features that were similar to ordinary Portland cement (OPC) and low-pH materials, depending on their C/S ratios. The main shortcomings were: (1) high water-to-binder ratio and high superplasticizer dosage to maintain the workability of the synthetic pastes of low C/S ratios and (2) significant cracking of the pastes of low C/S ratios.</description><identifier>ISSN: 0008-8846</identifier><identifier>EISSN: 1873-3948</identifier><identifier>DOI: 10.1016/j.cemconres.2020.106168</identifier><language>eng</language><publisher>Elmsford: Elsevier Ltd</publisher><subject>Calcium ; Calcium-silicate-hydrate (C-S-H) ; Chemical Sciences ; Material chemistry ; Microstructure ; Mineralogy ; Model pastes ; Pastes ; Portland cements ; Ratios ; Silicon dioxide ; Superplasticizers ; Tricalcium silicate ; Workability</subject><ispartof>Cement and concrete research, 2020-10, Vol.136, p.106168, Article 106168</ispartof><rights>2020 Elsevier Ltd</rights><rights>Copyright Elsevier BV Oct 2020</rights><rights>Attribution - NonCommercial - NoDerivatives</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c426t-1e63e49e4b79945ef45f3197aa60f320178c8f095b7d6694ca501db624513fa03</citedby><cites>FETCH-LOGICAL-c426t-1e63e49e4b79945ef45f3197aa60f320178c8f095b7d6694ca501db624513fa03</cites><orcidid>0000-0003-1639-3497 ; 0000-0002-2463-6877 ; 0000-0002-3034-1389 ; 0000-0002-1145-9162 ; 0009-0007-6913-2924</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,314,780,784,885,27924,27925</link.rule.ids><backlink>$$Uhttps://cea.hal.science/cea-02894517$$DView record in HAL$$Hfree_for_read</backlink></links><search><creatorcontrib>Kangni-Foli, E.</creatorcontrib><creatorcontrib>Poyet, S.</creatorcontrib><creatorcontrib>Le Bescop, P.</creatorcontrib><creatorcontrib>Charpentier, T.</creatorcontrib><creatorcontrib>Bernachy-Barbé, F.</creatorcontrib><creatorcontrib>Dauzères, A.</creatorcontrib><creatorcontrib>L'Hôpital, E.</creatorcontrib><creatorcontrib>Neji, M.</creatorcontrib><creatorcontrib>d'Espinose de Lacaillerie, J.-B.</creatorcontrib><title>Model synthetic pastes for low pH cements</title><title>Cement and concrete research</title><description>Model synthetic pastes were designed to obtain a simplified silica system that could be used in durability studies on materials with low calcium-to-silica ratios. The synthetic pastes made use of the well-known pozzolanic reaction between tricalcium silicate (C3S) and nanosilica, covering calcium-to-silica ratios (C/S) from 0.8 to 3.0. The pure C3S paste (C/S = 3.0) contained C-S-H and portlandite, while pastes with C/S &lt; 1.4 only included C-S-H. The pore solution pH directly correlated with the C/S ratio. The synthetic pastes demonstrated a mineralogy, a C-S-H structure, a mean chain length and pore network features that were similar to ordinary Portland cement (OPC) and low-pH materials, depending on their C/S ratios. The main shortcomings were: (1) high water-to-binder ratio and high superplasticizer dosage to maintain the workability of the synthetic pastes of low C/S ratios and (2) significant cracking of the pastes of low C/S ratios.</description><subject>Calcium</subject><subject>Calcium-silicate-hydrate (C-S-H)</subject><subject>Chemical Sciences</subject><subject>Material chemistry</subject><subject>Microstructure</subject><subject>Mineralogy</subject><subject>Model pastes</subject><subject>Pastes</subject><subject>Portland cements</subject><subject>Ratios</subject><subject>Silicon dioxide</subject><subject>Superplasticizers</subject><subject>Tricalcium silicate</subject><subject>Workability</subject><issn>0008-8846</issn><issn>1873-3948</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNqFkE9LwzAYh4MoOKefwYKnHTrzr0l6HEM3YeJFzyFL37CWrqlJN9m3N6Oyq6eXvDy_J8kPoUeC5wQT8dzMLeyt7wLEOcX0vBVEqCs0IUqynJVcXaMJxljlSnFxi-5ibNJRUKYmaPbuK2izeOqGHQy1zXoTB4iZ8yFr_U_Wr7Okh26I9-jGmTbCw9-coq_Xl8_lOt98rN6Wi01uORVDTkAw4CXwrSxLXoDjhWOklMYI7BjFRCqrHC6LrayEKLk1BSbVVlBeEOYMZlM0G7070-o-1HsTTtqbWq8XG23BaExVEhN5JIl9Gtk--O8DxEE3_hC69DxNOU9YukcmSo6UDT7GAO6iJVifO9SNvnSozx3qscOUXIxJSB8-1hB0tDV0Fqo6gB105et_Hb8vbntV</recordid><startdate>202010</startdate><enddate>202010</enddate><creator>Kangni-Foli, E.</creator><creator>Poyet, S.</creator><creator>Le Bescop, P.</creator><creator>Charpentier, T.</creator><creator>Bernachy-Barbé, F.</creator><creator>Dauzères, A.</creator><creator>L'Hôpital, E.</creator><creator>Neji, M.</creator><creator>d'Espinose de Lacaillerie, J.-B.</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><general>Elsevier</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QQ</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><scope>1XC</scope><scope>VOOES</scope><orcidid>https://orcid.org/0000-0003-1639-3497</orcidid><orcidid>https://orcid.org/0000-0002-2463-6877</orcidid><orcidid>https://orcid.org/0000-0002-3034-1389</orcidid><orcidid>https://orcid.org/0000-0002-1145-9162</orcidid><orcidid>https://orcid.org/0009-0007-6913-2924</orcidid></search><sort><creationdate>202010</creationdate><title>Model synthetic pastes for low pH cements</title><author>Kangni-Foli, E. ; Poyet, S. ; Le Bescop, P. ; Charpentier, T. ; Bernachy-Barbé, F. ; Dauzères, A. ; L'Hôpital, E. ; Neji, M. ; d'Espinose de Lacaillerie, J.-B.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c426t-1e63e49e4b79945ef45f3197aa60f320178c8f095b7d6694ca501db624513fa03</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Calcium</topic><topic>Calcium-silicate-hydrate (C-S-H)</topic><topic>Chemical Sciences</topic><topic>Material chemistry</topic><topic>Microstructure</topic><topic>Mineralogy</topic><topic>Model pastes</topic><topic>Pastes</topic><topic>Portland cements</topic><topic>Ratios</topic><topic>Silicon dioxide</topic><topic>Superplasticizers</topic><topic>Tricalcium silicate</topic><topic>Workability</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kangni-Foli, E.</creatorcontrib><creatorcontrib>Poyet, S.</creatorcontrib><creatorcontrib>Le Bescop, P.</creatorcontrib><creatorcontrib>Charpentier, T.</creatorcontrib><creatorcontrib>Bernachy-Barbé, F.</creatorcontrib><creatorcontrib>Dauzères, A.</creatorcontrib><creatorcontrib>L'Hôpital, E.</creatorcontrib><creatorcontrib>Neji, M.</creatorcontrib><creatorcontrib>d'Espinose de Lacaillerie, J.-B.</creatorcontrib><collection>CrossRef</collection><collection>Ceramic Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Hyper Article en Ligne (HAL)</collection><collection>Hyper Article en Ligne (HAL) (Open Access)</collection><jtitle>Cement and concrete research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kangni-Foli, E.</au><au>Poyet, S.</au><au>Le Bescop, P.</au><au>Charpentier, T.</au><au>Bernachy-Barbé, F.</au><au>Dauzères, A.</au><au>L'Hôpital, E.</au><au>Neji, M.</au><au>d'Espinose de Lacaillerie, J.-B.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Model synthetic pastes for low pH cements</atitle><jtitle>Cement and concrete research</jtitle><date>2020-10</date><risdate>2020</risdate><volume>136</volume><spage>106168</spage><pages>106168-</pages><artnum>106168</artnum><issn>0008-8846</issn><eissn>1873-3948</eissn><abstract>Model synthetic pastes were designed to obtain a simplified silica system that could be used in durability studies on materials with low calcium-to-silica ratios. The synthetic pastes made use of the well-known pozzolanic reaction between tricalcium silicate (C3S) and nanosilica, covering calcium-to-silica ratios (C/S) from 0.8 to 3.0. The pure C3S paste (C/S = 3.0) contained C-S-H and portlandite, while pastes with C/S &lt; 1.4 only included C-S-H. The pore solution pH directly correlated with the C/S ratio. The synthetic pastes demonstrated a mineralogy, a C-S-H structure, a mean chain length and pore network features that were similar to ordinary Portland cement (OPC) and low-pH materials, depending on their C/S ratios. The main shortcomings were: (1) high water-to-binder ratio and high superplasticizer dosage to maintain the workability of the synthetic pastes of low C/S ratios and (2) significant cracking of the pastes of low C/S ratios.</abstract><cop>Elmsford</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.cemconres.2020.106168</doi><orcidid>https://orcid.org/0000-0003-1639-3497</orcidid><orcidid>https://orcid.org/0000-0002-2463-6877</orcidid><orcidid>https://orcid.org/0000-0002-3034-1389</orcidid><orcidid>https://orcid.org/0000-0002-1145-9162</orcidid><orcidid>https://orcid.org/0009-0007-6913-2924</orcidid><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 0008-8846
ispartof Cement and concrete research, 2020-10, Vol.136, p.106168, Article 106168
issn 0008-8846
1873-3948
language eng
recordid cdi_hal_primary_oai_HAL_cea_02894517v1
source ScienceDirect Freedom Collection
subjects Calcium
Calcium-silicate-hydrate (C-S-H)
Chemical Sciences
Material chemistry
Microstructure
Mineralogy
Model pastes
Pastes
Portland cements
Ratios
Silicon dioxide
Superplasticizers
Tricalcium silicate
Workability
title Model synthetic pastes for low pH cements
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-29T00%3A18%3A10IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_hal_p&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Model%20synthetic%20pastes%20for%20low%20pH%20cements&rft.jtitle=Cement%20and%20concrete%20research&rft.au=Kangni-Foli,%20E.&rft.date=2020-10&rft.volume=136&rft.spage=106168&rft.pages=106168-&rft.artnum=106168&rft.issn=0008-8846&rft.eissn=1873-3948&rft_id=info:doi/10.1016/j.cemconres.2020.106168&rft_dat=%3Cproquest_hal_p%3E2448940957%3C/proquest_hal_p%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c426t-1e63e49e4b79945ef45f3197aa60f320178c8f095b7d6694ca501db624513fa03%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=2448940957&rft_id=info:pmid/&rfr_iscdi=true