A Study on the Shrinkage and Compressive Strength of GGBFS and Metakaolin Base Geopolymer under Different NaOH Concentrations
Geopolymers (GPs) are gaining prominence due to their low carbon emissions and sustainable attributes. However, one challenge with GPs, particularly those made with ground granulated blast furnace slag (GGBFS), is their significant shrinkage during the geopolymerization process, limiting its practic...
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description | Geopolymers (GPs) are gaining prominence due to their low carbon emissions and sustainable attributes. However, one challenge with GPs, particularly those made with ground granulated blast furnace slag (GGBFS), is their significant shrinkage during the geopolymerization process, limiting its practical applicability. This study focuses on how the substitution ratio of metakaolin (MK) and the concentration of sodium hydroxide (NaOH) in the activator can influence the shrinkage and strength of a GGBFS-based GP. The experimental approach employed a 3 × 3 parameter matrix, which varied MK substitution ratios (0%, 50%, and 100%) and adjusted the NaOH concentration (6 M, 10 M, and 14 M). The results revealed that increasing MK substitution, particularly with 6 M NaOH activation, reduced the GP shrinkage but also diminished compressive strength, requiring higher NaOH concentrations for strength improvement. Statistical tools, including analysis of variance (ANOVA) and second-order response surface methodology (RSM), were employed for analysis. ANOVA results indicated the significant impacts of both the MK content and NaOH concentration on compressive strength, with no observable interaction. However, the shrinkage exhibited a clear interaction between MK content and NaOH concentration. The RSM model accurately predicted compressive strength and shrinkage, demonstrating a high predictive accuracy, for which the coefficients of determination (R
) were 0.99 and 0.98, respectively. The model provides a reliable method for determining the necessary compressive strength and shrinkage for GGBFS-based GP based on MK substitution and NaOH concentration. Within the optimization range, the RSM model compared with experimental results showed a 6.04% error in compressive strength and 0.77% error in shrinkage for one interpolated parameter set. This study establishes an optimized parameter range ensuring a GP performance that is comparable to or surpassing OPC, with a parameter set achieving a compressive strength of 34.9 MPa and shrinkage of 0.287% at 28 days. |
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) were 0.99 and 0.98, respectively. The model provides a reliable method for determining the necessary compressive strength and shrinkage for GGBFS-based GP based on MK substitution and NaOH concentration. Within the optimization range, the RSM model compared with experimental results showed a 6.04% error in compressive strength and 0.77% error in shrinkage for one interpolated parameter set. This study establishes an optimized parameter range ensuring a GP performance that is comparable to or surpassing OPC, with a parameter set achieving a compressive strength of 34.9 MPa and shrinkage of 0.287% at 28 days.</description><identifier>ISSN: 1996-1944</identifier><identifier>EISSN: 1996-1944</identifier><identifier>DOI: 10.3390/ma17051181</identifier><identifier>PMID: 38473652</identifier><language>eng</language><publisher>Switzerland: MDPI AG</publisher><subject>Aluminum ; By products ; Carbon ; Caustic soda ; Cement ; Compressive strength ; Density ; Drinking water ; Emissions ; Environmental impact ; Geopolymers ; GGBS ; Granulation ; Mathematical models ; Mechanical properties ; Metakaolin ; Parameters ; Particle size ; Raw materials ; Response surface methodology ; Silicates ; Sodium ; Sodium hydroxide ; Substitutes ; Test methods ; Variance analysis</subject><ispartof>Materials, 2024-03, Vol.17 (5), p.1181</ispartof><rights>COPYRIGHT 2024 MDPI AG</rights><rights>2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><rights>2024 by the authors. 2024</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><orcidid>0000-0002-0503-8353 ; 0000-0002-7054-7293</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC10934342/pdf/$$EPDF$$P50$$Gpubmedcentral$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC10934342/$$EHTML$$P50$$Gpubmedcentral$$Hfree_for_read</linktohtml><link.rule.ids>230,314,723,776,780,881,27901,27902,53766,53768</link.rule.ids><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/38473652$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Chen, Yen-Chun</creatorcontrib><creatorcontrib>Lee, Wei-Hao</creatorcontrib><creatorcontrib>Cheng, Ta-Wui</creatorcontrib><creatorcontrib>Li, Yeou-Fong</creatorcontrib><title>A Study on the Shrinkage and Compressive Strength of GGBFS and Metakaolin Base Geopolymer under Different NaOH Concentrations</title><title>Materials</title><addtitle>Materials (Basel)</addtitle><description>Geopolymers (GPs) are gaining prominence due to their low carbon emissions and sustainable attributes. However, one challenge with GPs, particularly those made with ground granulated blast furnace slag (GGBFS), is their significant shrinkage during the geopolymerization process, limiting its practical applicability. This study focuses on how the substitution ratio of metakaolin (MK) and the concentration of sodium hydroxide (NaOH) in the activator can influence the shrinkage and strength of a GGBFS-based GP. The experimental approach employed a 3 × 3 parameter matrix, which varied MK substitution ratios (0%, 50%, and 100%) and adjusted the NaOH concentration (6 M, 10 M, and 14 M). The results revealed that increasing MK substitution, particularly with 6 M NaOH activation, reduced the GP shrinkage but also diminished compressive strength, requiring higher NaOH concentrations for strength improvement. Statistical tools, including analysis of variance (ANOVA) and second-order response surface methodology (RSM), were employed for analysis. ANOVA results indicated the significant impacts of both the MK content and NaOH concentration on compressive strength, with no observable interaction. However, the shrinkage exhibited a clear interaction between MK content and NaOH concentration. The RSM model accurately predicted compressive strength and shrinkage, demonstrating a high predictive accuracy, for which the coefficients of determination (R
) were 0.99 and 0.98, respectively. The model provides a reliable method for determining the necessary compressive strength and shrinkage for GGBFS-based GP based on MK substitution and NaOH concentration. Within the optimization range, the RSM model compared with experimental results showed a 6.04% error in compressive strength and 0.77% error in shrinkage for one interpolated parameter set. This study establishes an optimized parameter range ensuring a GP performance that is comparable to or surpassing OPC, with a parameter set achieving a compressive strength of 34.9 MPa and shrinkage of 0.287% at 28 days.</description><subject>Aluminum</subject><subject>By products</subject><subject>Carbon</subject><subject>Caustic soda</subject><subject>Cement</subject><subject>Compressive strength</subject><subject>Density</subject><subject>Drinking water</subject><subject>Emissions</subject><subject>Environmental impact</subject><subject>Geopolymers</subject><subject>GGBS</subject><subject>Granulation</subject><subject>Mathematical models</subject><subject>Mechanical properties</subject><subject>Metakaolin</subject><subject>Parameters</subject><subject>Particle size</subject><subject>Raw materials</subject><subject>Response surface methodology</subject><subject>Silicates</subject><subject>Sodium</subject><subject>Sodium hydroxide</subject><subject>Substitutes</subject><subject>Test methods</subject><subject>Variance analysis</subject><issn>1996-1944</issn><issn>1996-1944</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNpdkV1vFCEUhonR2Kb2xh9gSLzxZisMDB9XZrvarUm1F6vXE2Y4M0s7AyswTfbC_y7rVlOFhK_z8HJeDkKvKblgTJP3k6GS1JQq-gydUq3FgmrOnz9Zn6DzlO5IaYxRVemX6IQpLpmoq1P0c4k3ebZ7HDzOW8CbbXT-3gyAjbd4FaZdhJTcQ4nkCH7IWxx6vF5fXm1-E18gm3sTRufxpUmA1xB2YdxPEPHsbRk_ur6HcjPjr-b2uij6rmyiyS749Aq96M2Y4PxxPkPfrz59W10vbm7Xn1fLm8XAJMkL1VoprSWkUoaBVGCo6nQHBAQBUkvV25rXVAhOiWwlh5a1QvWdkRrAgmZn6MNRdze3E9hjBmOzi24ycd8E45p_I95tmyE8NJRoxhmvisK7R4UYfsyQcjO51ME4Gg9hTk2layEUV5QX9O1_6F2Yoy_-DlStSfn4g-DFkRrMCI3zfSgPd6VbmFwXPPSunC-lEpxJVR88vHnq4W_yf2rJfgH74KFh</recordid><startdate>20240303</startdate><enddate>20240303</enddate><creator>Chen, Yen-Chun</creator><creator>Lee, Wei-Hao</creator><creator>Cheng, Ta-Wui</creator><creator>Li, Yeou-Fong</creator><general>MDPI AG</general><general>MDPI</general><scope>NPM</scope><scope>7SR</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>PDBOC</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>7X8</scope><scope>5PM</scope><orcidid>https://orcid.org/0000-0002-0503-8353</orcidid><orcidid>https://orcid.org/0000-0002-7054-7293</orcidid></search><sort><creationdate>20240303</creationdate><title>A Study on the Shrinkage and Compressive Strength of GGBFS and Metakaolin Base Geopolymer under Different NaOH Concentrations</title><author>Chen, Yen-Chun ; Lee, Wei-Hao ; Cheng, Ta-Wui ; Li, Yeou-Fong</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-g370t-8bd77dd0028a3e78ea18c9ce0e60e0578fd5451664107b74eb3b68fca79eede93</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Aluminum</topic><topic>By products</topic><topic>Carbon</topic><topic>Caustic soda</topic><topic>Cement</topic><topic>Compressive strength</topic><topic>Density</topic><topic>Drinking water</topic><topic>Emissions</topic><topic>Environmental impact</topic><topic>Geopolymers</topic><topic>GGBS</topic><topic>Granulation</topic><topic>Mathematical models</topic><topic>Mechanical properties</topic><topic>Metakaolin</topic><topic>Parameters</topic><topic>Particle size</topic><topic>Raw materials</topic><topic>Response surface methodology</topic><topic>Silicates</topic><topic>Sodium</topic><topic>Sodium hydroxide</topic><topic>Substitutes</topic><topic>Test methods</topic><topic>Variance analysis</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Chen, Yen-Chun</creatorcontrib><creatorcontrib>Lee, Wei-Hao</creatorcontrib><creatorcontrib>Cheng, Ta-Wui</creatorcontrib><creatorcontrib>Li, Yeou-Fong</creatorcontrib><collection>PubMed</collection><collection>Engineered Materials Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Materials Science Collection</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>MEDLINE - Academic</collection><collection>PubMed Central (Full Participant titles)</collection><jtitle>Materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Chen, Yen-Chun</au><au>Lee, Wei-Hao</au><au>Cheng, Ta-Wui</au><au>Li, Yeou-Fong</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A Study on the Shrinkage and Compressive Strength of GGBFS and Metakaolin Base Geopolymer under Different NaOH Concentrations</atitle><jtitle>Materials</jtitle><addtitle>Materials (Basel)</addtitle><date>2024-03-03</date><risdate>2024</risdate><volume>17</volume><issue>5</issue><spage>1181</spage><pages>1181-</pages><issn>1996-1944</issn><eissn>1996-1944</eissn><abstract>Geopolymers (GPs) are gaining prominence due to their low carbon emissions and sustainable attributes. However, one challenge with GPs, particularly those made with ground granulated blast furnace slag (GGBFS), is their significant shrinkage during the geopolymerization process, limiting its practical applicability. This study focuses on how the substitution ratio of metakaolin (MK) and the concentration of sodium hydroxide (NaOH) in the activator can influence the shrinkage and strength of a GGBFS-based GP. The experimental approach employed a 3 × 3 parameter matrix, which varied MK substitution ratios (0%, 50%, and 100%) and adjusted the NaOH concentration (6 M, 10 M, and 14 M). The results revealed that increasing MK substitution, particularly with 6 M NaOH activation, reduced the GP shrinkage but also diminished compressive strength, requiring higher NaOH concentrations for strength improvement. Statistical tools, including analysis of variance (ANOVA) and second-order response surface methodology (RSM), were employed for analysis. ANOVA results indicated the significant impacts of both the MK content and NaOH concentration on compressive strength, with no observable interaction. However, the shrinkage exhibited a clear interaction between MK content and NaOH concentration. The RSM model accurately predicted compressive strength and shrinkage, demonstrating a high predictive accuracy, for which the coefficients of determination (R
) were 0.99 and 0.98, respectively. The model provides a reliable method for determining the necessary compressive strength and shrinkage for GGBFS-based GP based on MK substitution and NaOH concentration. Within the optimization range, the RSM model compared with experimental results showed a 6.04% error in compressive strength and 0.77% error in shrinkage for one interpolated parameter set. This study establishes an optimized parameter range ensuring a GP performance that is comparable to or surpassing OPC, with a parameter set achieving a compressive strength of 34.9 MPa and shrinkage of 0.287% at 28 days.</abstract><cop>Switzerland</cop><pub>MDPI AG</pub><pmid>38473652</pmid><doi>10.3390/ma17051181</doi><orcidid>https://orcid.org/0000-0002-0503-8353</orcidid><orcidid>https://orcid.org/0000-0002-7054-7293</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Aluminum By products Carbon Caustic soda Cement Compressive strength Density Drinking water Emissions Environmental impact Geopolymers GGBS Granulation Mathematical models Mechanical properties Metakaolin Parameters Particle size Raw materials Response surface methodology Silicates Sodium Sodium hydroxide Substitutes Test methods Variance analysis |
title | A Study on the Shrinkage and Compressive Strength of GGBFS and Metakaolin Base Geopolymer under Different NaOH Concentrations |
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