{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,4,29]],"date-time":"2026-04-29T09:03:42Z","timestamp":1777453422155,"version":"3.51.4"},"reference-count":24,"publisher":"SAGE Publications","license":[{"start":{"date-parts":[[2025,5,1]],"date-time":"2025-05-01T00:00:00Z","timestamp":1746057600000},"content-version":"unspecified","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by-nc\/4.0\/"},{"start":{"date-parts":[[2025,5,1]],"date-time":"2025-05-01T00:00:00Z","timestamp":1746057600000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/journals.sagepub.com\/page\/policies\/text-and-data-mining-license"}],"funder":[{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","award":["52208243"],"award-info":[{"award-number":["52208243"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":["journals.sagepub.com"],"crossmark-restriction":true},"short-container-title":["Composites and Advanced Materials"],"published-print":{"date-parts":[[2025,5]]},"abstract":"<jats:p>\n                    Magnesium silicofluoride (MgSiF6), a byproduct of phosphate fertilizer production, serves as an effective retarder of sulfoaluminate cementitious grouting materials (SAGMs). The incorporation of triethanolamine (TEA) at concentrations ranging from 0.15 to 0.85\u00a0g\/L results in a reduction of the slurry\u2019s setting time and an increase in its compressive strength. Conversely, when the concentration is increased to 1.5\u20138.5\u00a0g\/L, a decline in compressive strength is observed. The underlying mechanism for this phenomenon requires further investigation. The results show that when the concentration of MgSiF\n                    <jats:sub>6<\/jats:sub>\n                    is 1.5\u00a0g\/L, a TEA concentration of 0.15\u20138.5\u00a0g\/L promotes the dissolution of CaSO\n                    <jats:sub>4<\/jats:sub>\n                    and C\n                    <jats:sub>4<\/jats:sub>\n                    A\n                    <jats:sub>3<\/jats:sub>\n                    <jats:inline-formula>\n                      <mml:math xmlns:mml=\"http:\/\/www.w3.org\/1998\/Math\/MathML\" overflow=\"scroll\">\n                        <mml:mrow>\n                          <mml:mover accent=\"true\">\n                            <mml:mi mathvariant=\"normal\">S<\/mml:mi>\n                            <mml:mo>\u00af<\/mml:mo>\n                          <\/mml:mover>\n                        <\/mml:mrow>\n                      <\/mml:math>\n                    <\/jats:inline-formula>\n                    . The promoting effect on the dissolution of CaSO\n                    <jats:sub>4<\/jats:sub>\n                    increases with the increase in TEA concentration, while the promoting effect on the dissolution of C\n                    <jats:sub>4<\/jats:sub>\n                    A\n                    <jats:sub>3<\/jats:sub>\n                    <jats:inline-formula>\n                      <mml:math xmlns:mml=\"http:\/\/www.w3.org\/1998\/Math\/MathML\" overflow=\"scroll\">\n                        <mml:mrow>\n                          <mml:mover accent=\"true\">\n                            <mml:mi mathvariant=\"normal\">S<\/mml:mi>\n                            <mml:mo>\u00af<\/mml:mo>\n                          <\/mml:mover>\n                        <\/mml:mrow>\n                      <\/mml:math>\n                    <\/jats:inline-formula>\n                    initially shows an increasing trend and then decreases. In the presence of MgSiF\n                    <jats:sub>6<\/jats:sub>\n                    , TEA promoted the formation of ettringite at low concentrations (0.15 and 0.85\u00a0g\/L) and inhibiting its formation at high concentrations (1.5 and 8.5\u00a0g\/L). All concentrations of TEA encourage the formation of aluminum hydroxide, but at 0.85\u00a0g\/L concentration, the size of the ettringite and aluminum hydroxide generated is smaller, affecting the pore structure and resulting in higher compressive strength.\n                  <\/jats:p>","DOI":"10.1177\/26349833251360252","type":"journal-article","created":{"date-parts":[[2025,7,18]],"date-time":"2025-07-18T13:28:21Z","timestamp":1752845301000},"update-policy":"https:\/\/doi.org\/10.1177\/sage-journals-update-policy","source":"Crossref","is-referenced-by-count":0,"title":["Effect of MgSiF\n                    <sub>6<\/sub>\n                    on the properties of sulfoaluminate cementitious grouting materials in the presence of triethanolamine"],"prefix":"10.1177","volume":"34","author":[{"given":"Fei","family":"Li","sequence":"first","affiliation":[{"name":"Anyang Institute of Technology"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Yongxu","family":"Chen","sequence":"additional","affiliation":[{"name":"Henan Polytechnic University"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-4950-400X","authenticated-orcid":false,"given":"Haiyan","family":"Li","sequence":"additional","affiliation":[{"name":"Henan Polytechnic University"}],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"179","published-online":{"date-parts":[[2025,7,18]]},"reference":[{"key":"e_1_3_4_2_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2016.11.135"},{"key":"e_1_3_4_3_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2018.12.143"},{"key":"e_1_3_4_4_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.tust.2015.10.029"},{"key":"e_1_3_4_5_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2016.09.019"},{"key":"e_1_3_4_6_2","first-page":"316","article-title":"Effect of citric acid and the hemihydrate amount on the properties of a calcium sulphoaluminate cement","volume":"64","author":"Velazco G","year":"2014","unstructured":"Velazco G, Almanza JM, Cort\u00e9s DA, et al. Effect of citric acid and the hemihydrate amount on the properties of a calcium sulphoaluminate cement[J]. Mater Construcci\u00f3n 2014; 64: 316.","journal-title":"Mater Construcci\u00f3n"},{"key":"e_1_3_4_7_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.cemconres.2016.02.014"},{"key":"e_1_3_4_8_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.cemconcomp.2016.05.021"},{"key":"e_1_3_4_9_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2018.10.218"},{"key":"e_1_3_4_10_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.cemconres.2017.11.005"},{"key":"e_1_3_4_11_2","doi-asserted-by":"publisher","DOI":"10.1007\/s11696-017-0185-9"},{"key":"e_1_3_4_12_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2020.120247"},{"key":"e_1_3_4_13_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.jclepro.2018.06.303"},{"key":"e_1_3_4_14_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.jclepro.2018.12.052"},{"key":"e_1_3_4_15_2","doi-asserted-by":"publisher","DOI":"10.1007\/s12011-008-8204-x"},{"key":"e_1_3_4_16_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2023.131375"},{"key":"e_1_3_4_17_2","first-page":"e01799","article-title":"Study of the effect of calcium nitrate, calcium formate, triethanolamine, and triisopropanolamine on compressive strength of Portland-pozzolana cement","volume":"18","author":"Aliakbar D","year":"2023","unstructured":"Aliakbar D, Arezoo G, Ebrahim SV. Study of the effect of calcium nitrate, calcium formate, triethanolamine, and triisopropanolamine on compressive strength of Portland-pozzolana cement. Case Stud Constr Mater 2023; 18: e01799.","journal-title":"Case Stud Constr Mater"},{"key":"e_1_3_4_18_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2021.124620"},{"key":"e_1_3_4_19_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.cemconres.2020.106041"},{"key":"e_1_3_4_20_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2022.128929"},{"key":"e_1_3_4_21_2","first-page":"125666","volume-title":"Assessing rheology and buildability, Construction and Building Materials","author":"Souza MT","year":"2022","unstructured":"Souza MT, Ferreira IM, Moraes EG, et al. Role of chemical admixtures on 3D printed Portland cement. In: Assessing rheology and buildability, Construction and Building Materials. Part A, 2022, vol 314, p. 125666."},{"key":"e_1_3_4_22_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.jmrt.2023.06.208"},{"key":"e_1_3_4_23_2","doi-asserted-by":"publisher","DOI":"10.1007\/s10904-017-0756-9"},{"key":"e_1_3_4_24_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2023.131028"},{"key":"e_1_3_4_25_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.mtcomm.2023.106076"}],"container-title":["Composites and Advanced Materials"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/journals.sagepub.com\/doi\/pdf\/10.1177\/26349833251360252","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/journals.sagepub.com\/doi\/full-xml\/10.1177\/26349833251360252","content-type":"application\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/journals.sagepub.com\/doi\/pdf\/10.1177\/26349833251360252","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2026,4,28]],"date-time":"2026-04-28T12:53:42Z","timestamp":1777380822000},"score":1,"resource":{"primary":{"URL":"https:\/\/journals.sagepub.com\/doi\/10.1177\/26349833251360252"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2025,5]]},"references-count":24,"alternative-id":["10.1177\/26349833251360252"],"URL":"https:\/\/doi.org\/10.1177\/26349833251360252","relation":{},"ISSN":["2634-9833","2634-9833"],"issn-type":[{"value":"2634-9833","type":"print"},{"value":"2634-9833","type":"electronic"}],"subject":[],"published":{"date-parts":[[2025,5]]},"article-number":"26349833251360252"}}