Influence of Residue Soil on the Properties of Fly Ash-Slag-Based Geopolymer Materials for 3D Printing
This study investigates the impact of residue soil (RS) powder on the 3D printability of geopolymer composites based on fly ash and ground granulated blast furnace slag. RS is incorporated into the geopolymer mixture, with its inclusion ranging from 0% to 110% of the combined mass of fly ash and fin...
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| Veröffentlicht in: | Materials 2024-06, Vol.17 (12), p.2992 |
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| description | This study investigates the impact of residue soil (RS) powder on the 3D printability of geopolymer composites based on fly ash and ground granulated blast furnace slag. RS is incorporated into the geopolymer mixture, with its inclusion ranging from 0% to 110% of the combined mass of fly ash and finely ground blast furnace slag. Seven groups of geopolymers were designed and tested for their flowability, setting time, rheology, open time, extrudability, shape retention, buildability, and mechanical properties. The results showed that with the increase in RS content, the fluidity of geopolymer mortar decreases, and the setting time increases first and then decreases. The static yield stress, dynamic yield stress, and apparent viscosity of geopolymer mortar increase with the increase in RS content. For an RS content between 10% and 90%, the corresponding fluidity is above 145 mm, and the yield stress is controlled within the range of 2800 Pa, which meets the requirements of extrusion molding. Except for RS-110, geopolymer mortars with other RS contents showed good extrudability and shape retention. The compressive strength of 3D printing samples of geopolymer mortar containing RS has obvious anisotropy. |
| doi_str_mv | 10.3390/ma17122992 |
| format | Article |
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RS is incorporated into the geopolymer mixture, with its inclusion ranging from 0% to 110% of the combined mass of fly ash and finely ground blast furnace slag. Seven groups of geopolymers were designed and tested for their flowability, setting time, rheology, open time, extrudability, shape retention, buildability, and mechanical properties. The results showed that with the increase in RS content, the fluidity of geopolymer mortar decreases, and the setting time increases first and then decreases. The static yield stress, dynamic yield stress, and apparent viscosity of geopolymer mortar increase with the increase in RS content. For an RS content between 10% and 90%, the corresponding fluidity is above 145 mm, and the yield stress is controlled within the range of 2800 Pa, which meets the requirements of extrusion molding. Except for RS-110, geopolymer mortars with other RS contents showed good extrudability and shape retention. The compressive strength of 3D printing samples of geopolymer mortar containing RS has obvious anisotropy.</description><identifier>ISSN: 1996-1944</identifier><identifier>EISSN: 1996-1944</identifier><identifier>DOI: 10.3390/ma17122992</identifier><identifier>PMID: 38930361</identifier><language>eng</language><publisher>Switzerland: MDPI AG</publisher><subject>3-D printers ; 3D printing ; Additive manufacturing ; Analysis ; Anisotropy ; Carbon ; Caustic soda ; Cement ; China ; Clay ; Compressive strength ; Construction ; Energy consumption ; Extrudability ; Extrusion molding ; Fly ash ; Geopolymers ; GGBS ; Mechanical properties ; Natural resources ; Particle size ; Powders ; R&D ; Raw materials ; Research & development ; Residues ; Rheological properties ; Rheology ; Slag ; Sodium ; Soil properties ; Three dimensional composites ; Three dimensional printing ; Viscosity ; Yield strength ; Yield stress</subject><ispartof>Materials, 2024-06, Vol.17 (12), p.2992</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><cites>FETCH-LOGICAL-c335t-999e4c3e46195b070afb5a7a17e9cdedb8ed18277cf67c8185a7583890c5f9cc3</cites><orcidid>0009-0005-0093-0763</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/PMC11205839/pdf/$$EPDF$$P50$$Gpubmedcentral$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC11205839/$$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/38930361$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Zhou, Zhijie</creatorcontrib><creatorcontrib>Geng, Jian</creatorcontrib><creatorcontrib>Jin, Chen</creatorcontrib><creatorcontrib>Liu, Genjin</creatorcontrib><creatorcontrib>Xia, Zhenjiang</creatorcontrib><title>Influence of Residue Soil on the Properties of Fly Ash-Slag-Based Geopolymer Materials for 3D Printing</title><title>Materials</title><addtitle>Materials (Basel)</addtitle><description>This study investigates the impact of residue soil (RS) powder on the 3D printability of geopolymer composites based on fly ash and ground granulated blast furnace slag. RS is incorporated into the geopolymer mixture, with its inclusion ranging from 0% to 110% of the combined mass of fly ash and finely ground blast furnace slag. Seven groups of geopolymers were designed and tested for their flowability, setting time, rheology, open time, extrudability, shape retention, buildability, and mechanical properties. The results showed that with the increase in RS content, the fluidity of geopolymer mortar decreases, and the setting time increases first and then decreases. The static yield stress, dynamic yield stress, and apparent viscosity of geopolymer mortar increase with the increase in RS content. For an RS content between 10% and 90%, the corresponding fluidity is above 145 mm, and the yield stress is controlled within the range of 2800 Pa, which meets the requirements of extrusion molding. Except for RS-110, geopolymer mortars with other RS contents showed good extrudability and shape retention. The compressive strength of 3D printing samples of geopolymer mortar containing RS has obvious anisotropy.</description><subject>3-D printers</subject><subject>3D printing</subject><subject>Additive manufacturing</subject><subject>Analysis</subject><subject>Anisotropy</subject><subject>Carbon</subject><subject>Caustic soda</subject><subject>Cement</subject><subject>China</subject><subject>Clay</subject><subject>Compressive strength</subject><subject>Construction</subject><subject>Energy consumption</subject><subject>Extrudability</subject><subject>Extrusion molding</subject><subject>Fly ash</subject><subject>Geopolymers</subject><subject>GGBS</subject><subject>Mechanical properties</subject><subject>Natural resources</subject><subject>Particle size</subject><subject>Powders</subject><subject>R&D</subject><subject>Raw materials</subject><subject>Research & development</subject><subject>Residues</subject><subject>Rheological properties</subject><subject>Rheology</subject><subject>Slag</subject><subject>Sodium</subject><subject>Soil properties</subject><subject>Three dimensional composites</subject><subject>Three dimensional printing</subject><subject>Viscosity</subject><subject>Yield strength</subject><subject>Yield stress</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>eNpdkVFvFCEUhYnR2Kb2xR9gSHwxJlNh2BngyazV1iY1GqvPhGUuuzQMrDBjsv_eu26tVXiAXL574HAIec7ZmRCavRktl7xttW4fkWOudd9wvVg8frA_Iqe13jIcQnDV6qfkSCgtmOj5MfFXyccZkgOaPf0KNQwz0JscIs2JThugX0reQpkC1D1xEXd0WTfNTbTr5p2tMNBLyNscdyMU-slOUIKNlfpcqHiPzSFNIa2fkScey3B6t56Q7xcfvp1_bK4_X16dL68bJ0Q3NVprWDgBi57rbsUks37VWYkWQbsBhpWCAS1I6XwvneIKDzuFbpjrvHZOnJC3B93tvBphcJCmYqPZljDasjPZBvPvSQobs84_DectQyWNCq_uFEr-MUOdzBiqgxhtgjxXI5hsFZNcSkRf_ofe5rkk9Peb6tT-w5E6O1BrG8GE5DNe7HAOMAaXE_iA9aXEuFrGe4UNrw8NruRaC_j753Nm9pmbv5kj_OKh4Xv0T8LiF9thpf0</recordid><startdate>20240618</startdate><enddate>20240618</enddate><creator>Zhou, Zhijie</creator><creator>Geng, Jian</creator><creator>Jin, Chen</creator><creator>Liu, Genjin</creator><creator>Xia, Zhenjiang</creator><general>MDPI AG</general><general>MDPI</general><scope>NPM</scope><scope>AAYXX</scope><scope>CITATION</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>PRINS</scope><scope>7X8</scope><scope>5PM</scope><orcidid>https://orcid.org/0009-0005-0093-0763</orcidid></search><sort><creationdate>20240618</creationdate><title>Influence of Residue Soil on the Properties of Fly Ash-Slag-Based Geopolymer Materials for 3D Printing</title><author>Zhou, Zhijie ; Geng, Jian ; Jin, Chen ; Liu, Genjin ; Xia, Zhenjiang</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c335t-999e4c3e46195b070afb5a7a17e9cdedb8ed18277cf67c8185a7583890c5f9cc3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>3-D printers</topic><topic>3D printing</topic><topic>Additive manufacturing</topic><topic>Analysis</topic><topic>Anisotropy</topic><topic>Carbon</topic><topic>Caustic soda</topic><topic>Cement</topic><topic>China</topic><topic>Clay</topic><topic>Compressive strength</topic><topic>Construction</topic><topic>Energy consumption</topic><topic>Extrudability</topic><topic>Extrusion molding</topic><topic>Fly ash</topic><topic>Geopolymers</topic><topic>GGBS</topic><topic>Mechanical properties</topic><topic>Natural resources</topic><topic>Particle size</topic><topic>Powders</topic><topic>R&D</topic><topic>Raw materials</topic><topic>Research & development</topic><topic>Residues</topic><topic>Rheological properties</topic><topic>Rheology</topic><topic>Slag</topic><topic>Sodium</topic><topic>Soil properties</topic><topic>Three dimensional composites</topic><topic>Three dimensional printing</topic><topic>Viscosity</topic><topic>Yield strength</topic><topic>Yield stress</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Zhou, Zhijie</creatorcontrib><creatorcontrib>Geng, Jian</creatorcontrib><creatorcontrib>Jin, Chen</creatorcontrib><creatorcontrib>Liu, Genjin</creatorcontrib><creatorcontrib>Xia, Zhenjiang</creatorcontrib><collection>PubMed</collection><collection>CrossRef</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>ProQuest Central China</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>Zhou, Zhijie</au><au>Geng, Jian</au><au>Jin, Chen</au><au>Liu, Genjin</au><au>Xia, Zhenjiang</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Influence of Residue Soil on the Properties of Fly Ash-Slag-Based Geopolymer Materials for 3D Printing</atitle><jtitle>Materials</jtitle><addtitle>Materials (Basel)</addtitle><date>2024-06-18</date><risdate>2024</risdate><volume>17</volume><issue>12</issue><spage>2992</spage><pages>2992-</pages><issn>1996-1944</issn><eissn>1996-1944</eissn><abstract>This study investigates the impact of residue soil (RS) powder on the 3D printability of geopolymer composites based on fly ash and ground granulated blast furnace slag. RS is incorporated into the geopolymer mixture, with its inclusion ranging from 0% to 110% of the combined mass of fly ash and finely ground blast furnace slag. Seven groups of geopolymers were designed and tested for their flowability, setting time, rheology, open time, extrudability, shape retention, buildability, and mechanical properties. The results showed that with the increase in RS content, the fluidity of geopolymer mortar decreases, and the setting time increases first and then decreases. The static yield stress, dynamic yield stress, and apparent viscosity of geopolymer mortar increase with the increase in RS content. For an RS content between 10% and 90%, the corresponding fluidity is above 145 mm, and the yield stress is controlled within the range of 2800 Pa, which meets the requirements of extrusion molding. Except for RS-110, geopolymer mortars with other RS contents showed good extrudability and shape retention. The compressive strength of 3D printing samples of geopolymer mortar containing RS has obvious anisotropy.</abstract><cop>Switzerland</cop><pub>MDPI AG</pub><pmid>38930361</pmid><doi>10.3390/ma17122992</doi><orcidid>https://orcid.org/0009-0005-0093-0763</orcidid><oa>free_for_read</oa></addata></record> |
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| source | MDPI - Multidisciplinary Digital Publishing Institute; Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals; PubMed Central; Free Full-Text Journals in Chemistry; PubMed Central Open Access |
| subjects | 3-D printers 3D printing Additive manufacturing Analysis Anisotropy Carbon Caustic soda Cement China Clay Compressive strength Construction Energy consumption Extrudability Extrusion molding Fly ash Geopolymers GGBS Mechanical properties Natural resources Particle size Powders R&D Raw materials Research & development Residues Rheological properties Rheology Slag Sodium Soil properties Three dimensional composites Three dimensional printing Viscosity Yield strength Yield stress |
| title | Influence of Residue Soil on the Properties of Fly Ash-Slag-Based Geopolymer Materials for 3D Printing |
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