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dc.contributor.authorHansen Li
dc.contributor.authorYingxue Teng
dc.contributor.authorZihan Wang
dc.contributor.authorJianbin Wang
dc.contributor.authorBo Li
dc.contributor.authorWanli Bi
dc.contributor.authorJun Chang
dc.contributor.authorEnyu Sun
dc.date.accessioned2026-02-16T21:45:19Z
dc.date.available2026-02-16T21:45:19Z
dc.date.copyright2025/01/01
dc.date.issued2025
dc.identifier.otherJMCEE7.MTENG-18216.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309681
dc.description.abstractMagnesium silicate hydrate (M─ S─ H) cement has many excellent properties, but its resistance to corrosion by SO42− and Cl− has not been investigated. In this study, M─ S─ H cement was prepared from light burned magnesia powder obtained from magnesite tailings, and its erosion resistance for SO42− and Cl− was investigated. X-ray diffraction (XRD) and flight test instrumentation requirements (FTIR) showed a signal characteristic of M─ S─ H gel in M─ S─ H cement. The pH value of the M─ S─ H cement was in the range of 8–9, first increasing and then decreasing as hydration time increased. The 28-day compressive strength of the M─ S─ H cement reached 46.7 MPa. In water bath curing, the porosity was 8.3304%, and the average pore diameter was 8.526  m2/g. The retention coefficients of the M─ S─ H cement were 0.84 and 0.93 in Cl− and SO42− solutions, showing good resistance to sulfate and chloride corrosion.
dc.publisherAmerican Society of Civil Engineers
dc.titleResistance of Magnesium Silicate Hydrate Cement to SO42− and Cl− Corrosion
dc.typeJournal Article
dc.journal.volume37
dc.journal.issue1
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-18216
dc.journal.fristpage04024452-1
dc.journal.lastpage04024452-9
dc.page9
dc.treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001
dc.contenttypeFulltext


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