Strength Enhancement Mechanism of Slaked Lime on One-Part AAM Prepared from Sodium Carbonate–Activated Slag

AbstractSlaked lime was used to synergize with sodium carbonate to activate the slag. Experimental studies were carried out to investigate the effect of the proportion of activator on its workability and mechanical properties. The hydration products, microstructure changes, and strength enhancement...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Journal of materials in civil engineering 2024-11, Vol.36 (11)
Hauptverfasser: Zhu, Zhanghuang, Gao, Yingli, Liu, Jingwen, Li, Yuelin, Li, Zhengkang, Zhu, Juncai
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page
container_issue 11
container_start_page
container_title Journal of materials in civil engineering
container_volume 36
creator Zhu, Zhanghuang
Gao, Yingli
Liu, Jingwen
Li, Yuelin
Li, Zhengkang
Zhu, Juncai
description AbstractSlaked lime was used to synergize with sodium carbonate to activate the slag. Experimental studies were carried out to investigate the effect of the proportion of activator on its workability and mechanical properties. The hydration products, microstructure changes, and strength enhancement mechanism were also explored by isothermal conduction calorimetry (ICC), Fourier transform infrared spectroscopy (FTIR), thermogravimetric analysis (TGA), X-ray diffraction (XRD), and scanning electron microscope (SEM) tests. The results show that with the increase of slaked lime doping, the compressive strength increases and then decreases, the fluidity gradually decreases, and the setting time decreases and then increases. The maximum 7- and 28-day compressive strengths were 24.1 and 30.2 MPa at 6% slaked lime dosage, which were 4.8 times higher than those at 0% dosage. This is mainly due to the fact that the reaction products of slaked lime and sodium carbonate can promote the alkali activation reaction, in addition to the fact that higher Ca2+ in the system is favorable to promote C─ (A)─ S─ H generation. However, when the dosage of slaked lime is greater than 8%, the hydrated gel in the system decreases and precipitates more square flakes of Ca(OH)2, which reduces the interlayer bonding of the hydrated gel, thus reducing the strength. The slaked lime admixture can effectively promote the internal Si and Al dissolution and condensation of slag, improve the rate of hydration reaction, and promote the generation of hydration gel C─ (A)─ S─ H, so that the alkali-activated slag matrix is denser and the strength is improved.
doi_str_mv 10.1061/JMCEE7.MTENG-17743
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_3094674096</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>3094674096</sourcerecordid><originalsourceid>FETCH-LOGICAL-a196t-9ffd858794e0cc855c863934b1ba169c9a5655f2db230c4b82fae07e5313fc7e3</originalsourceid><addsrcrecordid>eNp9kEtOwzAQhi0EEqVwAVaWWKe14ziJl1EVCqihlVrWluOM25TGKU6KxI47cENOQtogsWM1M5r_IX0I3VIyoiSk46dskqbRKFulz1OPRlHAztCAioB5nDN2jgYkFsKjPKSX6KpptoQQRgIyQNWydWDX7QandqOshgpsizPQ3VE2Fa4NXu7UKxR4VlaAa4vnFryFci1OkgwvHOyV677G1RVe1kV5qPBEuby2qoXvz69Et-V7txbHmPU1ujBq18DN7xyil_t0NXnwZvPp4ySZeYqKsPWEMUXM40gEQLSOOddxyAQLcporGgotFA85N36R-4zoII99o4BEwBllRkfAhuiuz927-u0ATSu39cHZrlIyIoIwCogIO5Xfq7Srm8aBkXtXVsp9SErkEavsscoTVnnC2pnGvUk1Gv5i_3H8AH2leyE</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>3094674096</pqid></control><display><type>article</type><title>Strength Enhancement Mechanism of Slaked Lime on One-Part AAM Prepared from Sodium Carbonate–Activated Slag</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Zhu, Zhanghuang ; Gao, Yingli ; Liu, Jingwen ; Li, Yuelin ; Li, Zhengkang ; Zhu, Juncai</creator><creatorcontrib>Zhu, Zhanghuang ; Gao, Yingli ; Liu, Jingwen ; Li, Yuelin ; Li, Zhengkang ; Zhu, Juncai</creatorcontrib><description>AbstractSlaked lime was used to synergize with sodium carbonate to activate the slag. Experimental studies were carried out to investigate the effect of the proportion of activator on its workability and mechanical properties. The hydration products, microstructure changes, and strength enhancement mechanism were also explored by isothermal conduction calorimetry (ICC), Fourier transform infrared spectroscopy (FTIR), thermogravimetric analysis (TGA), X-ray diffraction (XRD), and scanning electron microscope (SEM) tests. The results show that with the increase of slaked lime doping, the compressive strength increases and then decreases, the fluidity gradually decreases, and the setting time decreases and then increases. The maximum 7- and 28-day compressive strengths were 24.1 and 30.2 MPa at 6% slaked lime dosage, which were 4.8 times higher than those at 0% dosage. This is mainly due to the fact that the reaction products of slaked lime and sodium carbonate can promote the alkali activation reaction, in addition to the fact that higher Ca2+ in the system is favorable to promote C─ (A)─ S─ H generation. However, when the dosage of slaked lime is greater than 8%, the hydrated gel in the system decreases and precipitates more square flakes of Ca(OH)2, which reduces the interlayer bonding of the hydrated gel, thus reducing the strength. The slaked lime admixture can effectively promote the internal Si and Al dissolution and condensation of slag, improve the rate of hydration reaction, and promote the generation of hydration gel C─ (A)─ S─ H, so that the alkali-activated slag matrix is denser and the strength is improved.</description><identifier>ISSN: 0899-1561</identifier><identifier>EISSN: 1943-5533</identifier><identifier>DOI: 10.1061/JMCEE7.MTENG-17743</identifier><language>eng</language><publisher>New York: American Society of Civil Engineers</publisher><subject>Activated carbon ; Bonding strength ; Calcium ions ; Compressive strength ; Condensates ; Dosage ; Electron microscopes ; Fourier transforms ; Hydration ; Infrared analysis ; Interlayers ; Mechanical properties ; Precipitates ; Reaction products ; Slag ; Slaked lime ; Sodium carbonate ; Technical Papers ; Thermogravimetric analysis ; Workability</subject><ispartof>Journal of materials in civil engineering, 2024-11, Vol.36 (11)</ispartof><rights>2024 American Society of Civil Engineers</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-a196t-9ffd858794e0cc855c863934b1ba169c9a5655f2db230c4b82fae07e5313fc7e3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-17743$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/JMCEE7.MTENG-17743$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,75936,75944</link.rule.ids></links><search><creatorcontrib>Zhu, Zhanghuang</creatorcontrib><creatorcontrib>Gao, Yingli</creatorcontrib><creatorcontrib>Liu, Jingwen</creatorcontrib><creatorcontrib>Li, Yuelin</creatorcontrib><creatorcontrib>Li, Zhengkang</creatorcontrib><creatorcontrib>Zhu, Juncai</creatorcontrib><title>Strength Enhancement Mechanism of Slaked Lime on One-Part AAM Prepared from Sodium Carbonate–Activated Slag</title><title>Journal of materials in civil engineering</title><description>AbstractSlaked lime was used to synergize with sodium carbonate to activate the slag. Experimental studies were carried out to investigate the effect of the proportion of activator on its workability and mechanical properties. The hydration products, microstructure changes, and strength enhancement mechanism were also explored by isothermal conduction calorimetry (ICC), Fourier transform infrared spectroscopy (FTIR), thermogravimetric analysis (TGA), X-ray diffraction (XRD), and scanning electron microscope (SEM) tests. The results show that with the increase of slaked lime doping, the compressive strength increases and then decreases, the fluidity gradually decreases, and the setting time decreases and then increases. The maximum 7- and 28-day compressive strengths were 24.1 and 30.2 MPa at 6% slaked lime dosage, which were 4.8 times higher than those at 0% dosage. This is mainly due to the fact that the reaction products of slaked lime and sodium carbonate can promote the alkali activation reaction, in addition to the fact that higher Ca2+ in the system is favorable to promote C─ (A)─ S─ H generation. However, when the dosage of slaked lime is greater than 8%, the hydrated gel in the system decreases and precipitates more square flakes of Ca(OH)2, which reduces the interlayer bonding of the hydrated gel, thus reducing the strength. The slaked lime admixture can effectively promote the internal Si and Al dissolution and condensation of slag, improve the rate of hydration reaction, and promote the generation of hydration gel C─ (A)─ S─ H, so that the alkali-activated slag matrix is denser and the strength is improved.</description><subject>Activated carbon</subject><subject>Bonding strength</subject><subject>Calcium ions</subject><subject>Compressive strength</subject><subject>Condensates</subject><subject>Dosage</subject><subject>Electron microscopes</subject><subject>Fourier transforms</subject><subject>Hydration</subject><subject>Infrared analysis</subject><subject>Interlayers</subject><subject>Mechanical properties</subject><subject>Precipitates</subject><subject>Reaction products</subject><subject>Slag</subject><subject>Slaked lime</subject><subject>Sodium carbonate</subject><subject>Technical Papers</subject><subject>Thermogravimetric analysis</subject><subject>Workability</subject><issn>0899-1561</issn><issn>1943-5533</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><recordid>eNp9kEtOwzAQhi0EEqVwAVaWWKe14ziJl1EVCqihlVrWluOM25TGKU6KxI47cENOQtogsWM1M5r_IX0I3VIyoiSk46dskqbRKFulz1OPRlHAztCAioB5nDN2jgYkFsKjPKSX6KpptoQQRgIyQNWydWDX7QandqOshgpsizPQ3VE2Fa4NXu7UKxR4VlaAa4vnFryFci1OkgwvHOyV677G1RVe1kV5qPBEuby2qoXvz69Et-V7txbHmPU1ujBq18DN7xyil_t0NXnwZvPp4ySZeYqKsPWEMUXM40gEQLSOOddxyAQLcporGgotFA85N36R-4zoII99o4BEwBllRkfAhuiuz927-u0ATSu39cHZrlIyIoIwCogIO5Xfq7Srm8aBkXtXVsp9SErkEavsscoTVnnC2pnGvUk1Gv5i_3H8AH2leyE</recordid><startdate>20241101</startdate><enddate>20241101</enddate><creator>Zhu, Zhanghuang</creator><creator>Gao, Yingli</creator><creator>Liu, Jingwen</creator><creator>Li, Yuelin</creator><creator>Li, Zhengkang</creator><creator>Zhu, Juncai</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20241101</creationdate><title>Strength Enhancement Mechanism of Slaked Lime on One-Part AAM Prepared from Sodium Carbonate–Activated Slag</title><author>Zhu, Zhanghuang ; Gao, Yingli ; Liu, Jingwen ; Li, Yuelin ; Li, Zhengkang ; Zhu, Juncai</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a196t-9ffd858794e0cc855c863934b1ba169c9a5655f2db230c4b82fae07e5313fc7e3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Activated carbon</topic><topic>Bonding strength</topic><topic>Calcium ions</topic><topic>Compressive strength</topic><topic>Condensates</topic><topic>Dosage</topic><topic>Electron microscopes</topic><topic>Fourier transforms</topic><topic>Hydration</topic><topic>Infrared analysis</topic><topic>Interlayers</topic><topic>Mechanical properties</topic><topic>Precipitates</topic><topic>Reaction products</topic><topic>Slag</topic><topic>Slaked lime</topic><topic>Sodium carbonate</topic><topic>Technical Papers</topic><topic>Thermogravimetric analysis</topic><topic>Workability</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Zhu, Zhanghuang</creatorcontrib><creatorcontrib>Gao, Yingli</creatorcontrib><creatorcontrib>Liu, Jingwen</creatorcontrib><creatorcontrib>Li, Yuelin</creatorcontrib><creatorcontrib>Li, Zhengkang</creatorcontrib><creatorcontrib>Zhu, Juncai</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of materials in civil engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Zhu, Zhanghuang</au><au>Gao, Yingli</au><au>Liu, Jingwen</au><au>Li, Yuelin</au><au>Li, Zhengkang</au><au>Zhu, Juncai</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Strength Enhancement Mechanism of Slaked Lime on One-Part AAM Prepared from Sodium Carbonate–Activated Slag</atitle><jtitle>Journal of materials in civil engineering</jtitle><date>2024-11-01</date><risdate>2024</risdate><volume>36</volume><issue>11</issue><issn>0899-1561</issn><eissn>1943-5533</eissn><abstract>AbstractSlaked lime was used to synergize with sodium carbonate to activate the slag. Experimental studies were carried out to investigate the effect of the proportion of activator on its workability and mechanical properties. The hydration products, microstructure changes, and strength enhancement mechanism were also explored by isothermal conduction calorimetry (ICC), Fourier transform infrared spectroscopy (FTIR), thermogravimetric analysis (TGA), X-ray diffraction (XRD), and scanning electron microscope (SEM) tests. The results show that with the increase of slaked lime doping, the compressive strength increases and then decreases, the fluidity gradually decreases, and the setting time decreases and then increases. The maximum 7- and 28-day compressive strengths were 24.1 and 30.2 MPa at 6% slaked lime dosage, which were 4.8 times higher than those at 0% dosage. This is mainly due to the fact that the reaction products of slaked lime and sodium carbonate can promote the alkali activation reaction, in addition to the fact that higher Ca2+ in the system is favorable to promote C─ (A)─ S─ H generation. However, when the dosage of slaked lime is greater than 8%, the hydrated gel in the system decreases and precipitates more square flakes of Ca(OH)2, which reduces the interlayer bonding of the hydrated gel, thus reducing the strength. The slaked lime admixture can effectively promote the internal Si and Al dissolution and condensation of slag, improve the rate of hydration reaction, and promote the generation of hydration gel C─ (A)─ S─ H, so that the alkali-activated slag matrix is denser and the strength is improved.</abstract><cop>New York</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/JMCEE7.MTENG-17743</doi></addata></record>
fulltext fulltext
identifier ISSN: 0899-1561
ispartof Journal of materials in civil engineering, 2024-11, Vol.36 (11)
issn 0899-1561
1943-5533
language eng
recordid cdi_proquest_journals_3094674096
source American Society of Civil Engineers:NESLI2:Journals:2014
subjects Activated carbon
Bonding strength
Calcium ions
Compressive strength
Condensates
Dosage
Electron microscopes
Fourier transforms
Hydration
Infrared analysis
Interlayers
Mechanical properties
Precipitates
Reaction products
Slag
Slaked lime
Sodium carbonate
Technical Papers
Thermogravimetric analysis
Workability
title Strength Enhancement Mechanism of Slaked Lime on One-Part AAM Prepared from Sodium Carbonate–Activated Slag
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-29T11%3A33%3A56IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Strength%20Enhancement%20Mechanism%20of%20Slaked%20Lime%20on%20One-Part%20AAM%20Prepared%20from%20Sodium%20Carbonate%E2%80%93Activated%20Slag&rft.jtitle=Journal%20of%20materials%20in%20civil%20engineering&rft.au=Zhu,%20Zhanghuang&rft.date=2024-11-01&rft.volume=36&rft.issue=11&rft.issn=0899-1561&rft.eissn=1943-5533&rft_id=info:doi/10.1061/JMCEE7.MTENG-17743&rft_dat=%3Cproquest_cross%3E3094674096%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=3094674096&rft_id=info:pmid/&rfr_iscdi=true