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Analytical Electron Microscopy of Cement Pastes: II, Pastes of Portland Cements and Clinkers
Author(s) -
LACHOWSKI E. E.,
MOHAN K.,
TAYLOR H. F. W.,
MOORE A. E.
Publication year - 1980
Publication title -
journal of the american ceramic society
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.9
H-Index - 196
eISSN - 1551-2916
pISSN - 0002-7820
DOI - 10.1111/j.1151-2916.1980.tb10210.x
Subject(s) - ettringite , portland cement , materials science , cement , hydroxide , calcium hydroxide , phase (matter) , sulfate , atomic force microscopy , mineralogy , composite material , ionic bonding , chemical engineering , ion , metallurgy , chemistry , nanotechnology , organic chemistry , engineering
Three hundred sixty‐five particles of C‐S‐H, Ca(OH) 2 , AFm phase, and AFt phase from pastes of normally ground portland cements and of finely ground cements and clinkers were analyzed. All the phases, except the Ca(OH) 2 , showed significant variation in composition among paste specimens and among particles within each specimen. The C‐S‐H contains significant amounts of Al, Fe, and S; for that of a normally ground portland cement paste, cured for 28 days, the median Si:AI, Si:Fe, and Si:S ratios were 11, 43, and 15, respectively, whereas the mean Ca:Si ratio for all the particles analyzed was 2.0. The AFm phase in cement pastes is not pure monosulfate but has a mixture of sulfate, hydroxide, and Al‐ and Si‐bearing ions in its interlayer sites; the AFt phase is not pure ettringite but contains Si and its sulfate is probably partly replaced by hydroxide. The Al and Fe contents in the C‐S‐H and the Si contents in the AFm and AFt phases are greater when finely ground starting materials are used. This fact, together with the marked variation among particles, emphasizes the difficulty of ionic transport in cement pastes.