完整後設資料紀錄
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dc.contributor.authorLin, CKen_US
dc.contributor.authorChen, JNen_US
dc.contributor.authorLin, CCen_US
dc.date.accessioned2019-04-02T05:59:26Z-
dc.date.available2019-04-02T05:59:26Z-
dc.date.issued1996-06-01en_US
dc.identifier.issn0304-3894en_US
dc.identifier.urihttp://dx.doi.org/10.1016/0304-3894(95)00154-9en_US
dc.identifier.urihttp://hdl.handle.net/11536/149174-
dc.description.abstractSolidificalion/stabilization of chromium with Portland cement Type I and P-dicalcium silicate (beta-C2S) was investigated by means of the Si-29 solid stale Magic Angle Spinning/Nuclear Magnetic Resonance (Si-29 MAS/NMR) and X-ray Diffraction (XRD) techniques. It is found that chromium nitrate can increase the extent of beta-C2S hydration. It is also confirmed that the chromium ion is easily incorporated into the beta-C2S paste and hydrated Portland cement, and that it affects the characteristics of hydration and hydration products. Formation of beta-calcium chromium oxide hydrate (beta-CaCrO4 . 2H2(O)) during the hydration of chromium-doped beta-C2S and calcium chromium oxide hydrate (CaCrO4 . 2H(2)O) during the hydration of chromium-doped Portland cement indicates the substitution of chromium for silicon in hydration products. The chromium ion, Cr3+, is thus stabilized and solidified through this mechanism.en_US
dc.language.isoen_USen_US
dc.subjectNMRen_US
dc.subjectXRDen_US
dc.subjectchromiumen_US
dc.subjectsolidification/stabilizationen_US
dc.subjectbeta-C2Sen_US
dc.subjectcementen_US
dc.titleAn NMR and XRD study of solidification/stabilization of chromium with portland cement and beta-C2Sen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/0304-3894(95)00154-9en_US
dc.identifier.journalJOURNAL OF HAZARDOUS MATERIALSen_US
dc.citation.volume48en_US
dc.citation.spage137en_US
dc.citation.epage147en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.department材料科學與工程學系zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.contributor.departmentDepartment of Materials Science and Engineeringen_US
dc.identifier.wosnumberWOS:A1996UG82000009en_US
dc.citation.woscount19en_US
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