Self-hydration characteristics of ground granulated blast-furnace slag (GGBFS) by wet-grinding treatment

•Three GGBFS slurries were prepared by wet-grinding treatment (WGT).•Self-hydration characteristic was achieved after WGT without chemical activation.•The reaction of GGBFS was accelerated after long grinding duration.•Compressive strength was notably increased when prolonging the grinding time. The...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Construction & building materials 2018-04, Vol.167, p.96-105
Hauptverfasser: Wang, Yingbin, He, Xingyang, Su, Ying, Tan, Hongbo, Yang, Jin, Lan, Meng, Ma, Mengyang, Strnadel, Bohumír
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 105
container_issue
container_start_page 96
container_title Construction & building materials
container_volume 167
creator Wang, Yingbin
He, Xingyang
Su, Ying
Tan, Hongbo
Yang, Jin
Lan, Meng
Ma, Mengyang
Strnadel, Bohumír
description •Three GGBFS slurries were prepared by wet-grinding treatment (WGT).•Self-hydration characteristic was achieved after WGT without chemical activation.•The reaction of GGBFS was accelerated after long grinding duration.•Compressive strength was notably increased when prolonging the grinding time. The aim of this paper is to evaluate the self-hydration characteristic of GGBFS activated by wet-grinding treatment (WGT). Three slag slurries with different fineness were prepared through milling with varying duration (20 min, 40 min and 60 min, abbreviated as S2, S4 and S6, respectively). The reaction kinetics, mechanical properties, hydration products and microstructure of hardened GGBFS pastes were analyzed to assess the effect of WGT on the self-hydration process of GGBFS. The results indicated that self-hydration was achieved after grinding without chemical activation and the rate of self-hydration was improved with the increased grinding duration. The setting times were dramatically shortened and the compressive strength was notably increased when prolonging the grinding time. The hydration process of GGBFS slurry after 20 min milling included incubation period, but the others did not. The electrical resistivity development of samples S2 and S4 decreased during the initial period, followed by setting, acceleration and deceleration stage. However, sample S6 exhibited an absence of the initial stage. The self-hydration products analyses indicated that the main products were calcium silicate hydrate, calcium aluminosilicate hydrate (C-A-S-H), hydrotalcite, akermanite and calcite.
doi_str_mv 10.1016/j.conbuildmat.2018.01.178
format Article
fullrecord <record><control><sourceid>gale_cross</sourceid><recordid>TN_cdi_gale_infotracmisc_A538713925</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><galeid>A538713925</galeid><els_id>S0950061818302022</els_id><sourcerecordid>A538713925</sourcerecordid><originalsourceid>FETCH-LOGICAL-c502t-3a58110552588e8ed05f113d8eb6e42643fadb3312ec8716c9cedc8350fc1f183</originalsourceid><addsrcrecordid>eNqNkcGKFDEQhoMoOK6-Q8SLgt2mkk1P-rgO7igseFg9h3RS6cnQnZYkrczbm2U87MIcpKAKwvcVpH5C3gJrgUH36djaJQ5rmNxsSssZqJZBC1v1jGxAbfuGSd49JxvWS9awDtRL8irnI2Os4x3fkMM9Tr45nFwyJSyR2oNJxhZMIZdgM108HdOyRleHietkCjo6TCaXxq8pGos0T2ak7_f7z7f3H-hwon-wNGMK0YU40pLQlBljeU1eeDNlfPNvXpGft19-7L42d9_333Y3d42VjJdGGKkAmJRcKoUKHZMeQDiFQ4fXvLsW3rhBCOBo1RY621t0VgnJvAUPSlyRd-e9o5lQh-iXUj80h2z1jRRVET2XlWouUCNGTGZaIvpQn5_w7QW-lsM52IvCx0fCsOYQMdeWw3goeTRrzk_x_ozbtOSc0OtfKcwmnTQw_RC0PupHQeuHoDUDXYOu7u7sYj3r74BJZxsw1ruEhLZot4T_2PIX8A23Cg</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Self-hydration characteristics of ground granulated blast-furnace slag (GGBFS) by wet-grinding treatment</title><source>Elsevier ScienceDirect Journals Complete</source><creator>Wang, Yingbin ; He, Xingyang ; Su, Ying ; Tan, Hongbo ; Yang, Jin ; Lan, Meng ; Ma, Mengyang ; Strnadel, Bohumír</creator><creatorcontrib>Wang, Yingbin ; He, Xingyang ; Su, Ying ; Tan, Hongbo ; Yang, Jin ; Lan, Meng ; Ma, Mengyang ; Strnadel, Bohumír</creatorcontrib><description>•Three GGBFS slurries were prepared by wet-grinding treatment (WGT).•Self-hydration characteristic was achieved after WGT without chemical activation.•The reaction of GGBFS was accelerated after long grinding duration.•Compressive strength was notably increased when prolonging the grinding time. The aim of this paper is to evaluate the self-hydration characteristic of GGBFS activated by wet-grinding treatment (WGT). Three slag slurries with different fineness were prepared through milling with varying duration (20 min, 40 min and 60 min, abbreviated as S2, S4 and S6, respectively). The reaction kinetics, mechanical properties, hydration products and microstructure of hardened GGBFS pastes were analyzed to assess the effect of WGT on the self-hydration process of GGBFS. The results indicated that self-hydration was achieved after grinding without chemical activation and the rate of self-hydration was improved with the increased grinding duration. The setting times were dramatically shortened and the compressive strength was notably increased when prolonging the grinding time. The hydration process of GGBFS slurry after 20 min milling included incubation period, but the others did not. The electrical resistivity development of samples S2 and S4 decreased during the initial period, followed by setting, acceleration and deceleration stage. However, sample S6 exhibited an absence of the initial stage. The self-hydration products analyses indicated that the main products were calcium silicate hydrate, calcium aluminosilicate hydrate (C-A-S-H), hydrotalcite, akermanite and calcite.</description><identifier>ISSN: 0950-0618</identifier><identifier>EISSN: 1879-0526</identifier><identifier>DOI: 10.1016/j.conbuildmat.2018.01.178</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Analysis ; Compressive strength ; Mechanical properties ; Microstructure ; Portland cement ; Reaction kinetics ; Self-hydration ; Wet-grinding</subject><ispartof>Construction &amp; building materials, 2018-04, Vol.167, p.96-105</ispartof><rights>2018 Elsevier Ltd</rights><rights>COPYRIGHT 2018 Elsevier B.V.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c502t-3a58110552588e8ed05f113d8eb6e42643fadb3312ec8716c9cedc8350fc1f183</citedby><cites>FETCH-LOGICAL-c502t-3a58110552588e8ed05f113d8eb6e42643fadb3312ec8716c9cedc8350fc1f183</cites><orcidid>0000-0001-8961-5068</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.conbuildmat.2018.01.178$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3550,27924,27925,45995</link.rule.ids></links><search><creatorcontrib>Wang, Yingbin</creatorcontrib><creatorcontrib>He, Xingyang</creatorcontrib><creatorcontrib>Su, Ying</creatorcontrib><creatorcontrib>Tan, Hongbo</creatorcontrib><creatorcontrib>Yang, Jin</creatorcontrib><creatorcontrib>Lan, Meng</creatorcontrib><creatorcontrib>Ma, Mengyang</creatorcontrib><creatorcontrib>Strnadel, Bohumír</creatorcontrib><title>Self-hydration characteristics of ground granulated blast-furnace slag (GGBFS) by wet-grinding treatment</title><title>Construction &amp; building materials</title><description>•Three GGBFS slurries were prepared by wet-grinding treatment (WGT).•Self-hydration characteristic was achieved after WGT without chemical activation.•The reaction of GGBFS was accelerated after long grinding duration.•Compressive strength was notably increased when prolonging the grinding time. The aim of this paper is to evaluate the self-hydration characteristic of GGBFS activated by wet-grinding treatment (WGT). Three slag slurries with different fineness were prepared through milling with varying duration (20 min, 40 min and 60 min, abbreviated as S2, S4 and S6, respectively). The reaction kinetics, mechanical properties, hydration products and microstructure of hardened GGBFS pastes were analyzed to assess the effect of WGT on the self-hydration process of GGBFS. The results indicated that self-hydration was achieved after grinding without chemical activation and the rate of self-hydration was improved with the increased grinding duration. The setting times were dramatically shortened and the compressive strength was notably increased when prolonging the grinding time. The hydration process of GGBFS slurry after 20 min milling included incubation period, but the others did not. The electrical resistivity development of samples S2 and S4 decreased during the initial period, followed by setting, acceleration and deceleration stage. However, sample S6 exhibited an absence of the initial stage. The self-hydration products analyses indicated that the main products were calcium silicate hydrate, calcium aluminosilicate hydrate (C-A-S-H), hydrotalcite, akermanite and calcite.</description><subject>Analysis</subject><subject>Compressive strength</subject><subject>Mechanical properties</subject><subject>Microstructure</subject><subject>Portland cement</subject><subject>Reaction kinetics</subject><subject>Self-hydration</subject><subject>Wet-grinding</subject><issn>0950-0618</issn><issn>1879-0526</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><sourceid>N95</sourceid><recordid>eNqNkcGKFDEQhoMoOK6-Q8SLgt2mkk1P-rgO7igseFg9h3RS6cnQnZYkrczbm2U87MIcpKAKwvcVpH5C3gJrgUH36djaJQ5rmNxsSssZqJZBC1v1jGxAbfuGSd49JxvWS9awDtRL8irnI2Os4x3fkMM9Tr45nFwyJSyR2oNJxhZMIZdgM108HdOyRleHietkCjo6TCaXxq8pGos0T2ak7_f7z7f3H-hwon-wNGMK0YU40pLQlBljeU1eeDNlfPNvXpGft19-7L42d9_333Y3d42VjJdGGKkAmJRcKoUKHZMeQDiFQ4fXvLsW3rhBCOBo1RY621t0VgnJvAUPSlyRd-e9o5lQh-iXUj80h2z1jRRVET2XlWouUCNGTGZaIvpQn5_w7QW-lsM52IvCx0fCsOYQMdeWw3goeTRrzk_x_ozbtOSc0OtfKcwmnTQw_RC0PupHQeuHoDUDXYOu7u7sYj3r74BJZxsw1ruEhLZot4T_2PIX8A23Cg</recordid><startdate>20180410</startdate><enddate>20180410</enddate><creator>Wang, Yingbin</creator><creator>He, Xingyang</creator><creator>Su, Ying</creator><creator>Tan, Hongbo</creator><creator>Yang, Jin</creator><creator>Lan, Meng</creator><creator>Ma, Mengyang</creator><creator>Strnadel, Bohumír</creator><general>Elsevier Ltd</general><general>Elsevier B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>N95</scope><scope>XI7</scope><orcidid>https://orcid.org/0000-0001-8961-5068</orcidid></search><sort><creationdate>20180410</creationdate><title>Self-hydration characteristics of ground granulated blast-furnace slag (GGBFS) by wet-grinding treatment</title><author>Wang, Yingbin ; He, Xingyang ; Su, Ying ; Tan, Hongbo ; Yang, Jin ; Lan, Meng ; Ma, Mengyang ; Strnadel, Bohumír</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c502t-3a58110552588e8ed05f113d8eb6e42643fadb3312ec8716c9cedc8350fc1f183</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Analysis</topic><topic>Compressive strength</topic><topic>Mechanical properties</topic><topic>Microstructure</topic><topic>Portland cement</topic><topic>Reaction kinetics</topic><topic>Self-hydration</topic><topic>Wet-grinding</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wang, Yingbin</creatorcontrib><creatorcontrib>He, Xingyang</creatorcontrib><creatorcontrib>Su, Ying</creatorcontrib><creatorcontrib>Tan, Hongbo</creatorcontrib><creatorcontrib>Yang, Jin</creatorcontrib><creatorcontrib>Lan, Meng</creatorcontrib><creatorcontrib>Ma, Mengyang</creatorcontrib><creatorcontrib>Strnadel, Bohumír</creatorcontrib><collection>CrossRef</collection><collection>Gale Business Insights</collection><collection>Business Insights: Essentials</collection><jtitle>Construction &amp; building materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wang, Yingbin</au><au>He, Xingyang</au><au>Su, Ying</au><au>Tan, Hongbo</au><au>Yang, Jin</au><au>Lan, Meng</au><au>Ma, Mengyang</au><au>Strnadel, Bohumír</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Self-hydration characteristics of ground granulated blast-furnace slag (GGBFS) by wet-grinding treatment</atitle><jtitle>Construction &amp; building materials</jtitle><date>2018-04-10</date><risdate>2018</risdate><volume>167</volume><spage>96</spage><epage>105</epage><pages>96-105</pages><issn>0950-0618</issn><eissn>1879-0526</eissn><abstract>•Three GGBFS slurries were prepared by wet-grinding treatment (WGT).•Self-hydration characteristic was achieved after WGT without chemical activation.•The reaction of GGBFS was accelerated after long grinding duration.•Compressive strength was notably increased when prolonging the grinding time. The aim of this paper is to evaluate the self-hydration characteristic of GGBFS activated by wet-grinding treatment (WGT). Three slag slurries with different fineness were prepared through milling with varying duration (20 min, 40 min and 60 min, abbreviated as S2, S4 and S6, respectively). The reaction kinetics, mechanical properties, hydration products and microstructure of hardened GGBFS pastes were analyzed to assess the effect of WGT on the self-hydration process of GGBFS. The results indicated that self-hydration was achieved after grinding without chemical activation and the rate of self-hydration was improved with the increased grinding duration. The setting times were dramatically shortened and the compressive strength was notably increased when prolonging the grinding time. The hydration process of GGBFS slurry after 20 min milling included incubation period, but the others did not. The electrical resistivity development of samples S2 and S4 decreased during the initial period, followed by setting, acceleration and deceleration stage. However, sample S6 exhibited an absence of the initial stage. The self-hydration products analyses indicated that the main products were calcium silicate hydrate, calcium aluminosilicate hydrate (C-A-S-H), hydrotalcite, akermanite and calcite.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.conbuildmat.2018.01.178</doi><tpages>10</tpages><orcidid>https://orcid.org/0000-0001-8961-5068</orcidid></addata></record>
fulltext fulltext
identifier ISSN: 0950-0618
ispartof Construction & building materials, 2018-04, Vol.167, p.96-105
issn 0950-0618
1879-0526
language eng
recordid cdi_gale_infotracmisc_A538713925
source Elsevier ScienceDirect Journals Complete
subjects Analysis
Compressive strength
Mechanical properties
Microstructure
Portland cement
Reaction kinetics
Self-hydration
Wet-grinding
title Self-hydration characteristics of ground granulated blast-furnace slag (GGBFS) by wet-grinding treatment
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-01T11%3A15%3A03IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-gale_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Self-hydration%20characteristics%20of%20ground%20granulated%20blast-furnace%20slag%20(GGBFS)%20by%20wet-grinding%20treatment&rft.jtitle=Construction%20&%20building%20materials&rft.au=Wang,%20Yingbin&rft.date=2018-04-10&rft.volume=167&rft.spage=96&rft.epage=105&rft.pages=96-105&rft.issn=0950-0618&rft.eissn=1879-0526&rft_id=info:doi/10.1016/j.conbuildmat.2018.01.178&rft_dat=%3Cgale_cross%3EA538713925%3C/gale_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rft_galeid=A538713925&rft_els_id=S0950061818302022&rfr_iscdi=true