Long-term performance of moderate heat Portland cement with double-expansive sources

Qing Ye , Huxing Chen , Deyu Kong , Shangxian Wang , Zonghan Lou

Journal of Wuhan University of Technology Materials Science Edition ›› 2007, Vol. 22 ›› Issue (1) : 35 -39.

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Journal of Wuhan University of Technology Materials Science Edition ›› 2007, Vol. 22 ›› Issue (1) : 35 -39. DOI: 10.1007/s11595-005-1035-0
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Long-term performance of moderate heat Portland cement with double-expansive sources

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Abstract

The long-term performance of moderate heat Portland cement with double-expansive sources (DE cement) in the system of high MgO clinker and gypsum was studied by XRD, SEM/EDAX and test methods for strength and expansion of cement. Results indicate that the periclase particle, whose size was 5–7.5 μm in DE cement clinker containing 4.8 % MgO, existed individually. The periclase hydration in hardened DE cement paste started at about 60 days and completed up to 2 000 days, and ettringite in the paste was stable from 3 days to 2 000 days. Under the conditions of 4.5%–5.0 % MgO in clinker and 2.8%–3.4 %SO3 in cement, ettringite expansion and brucite expansion in DE cement paste had a continuity, entirety and stability. At the ages of 90, 365, 730 and 2 000 days the expansion of the paste reached 0.07%–0.11%, 0.16%–0.21%, 0.21%–0.27 % and 0.29%–0.38 %, respectively. The results suggest that by using this cement in mass concrete it may compensate its temperature shrinkage and autogenous shrinkage to some extent.

Keywords

brucite / ettringite / expansion / long-term performance / moderate heat Portland cement

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Qing Ye, Huxing Chen, Deyu Kong, Shangxian Wang, Zonghan Lou. Long-term performance of moderate heat Portland cement with double-expansive sources. Journal of Wuhan University of Technology Materials Science Edition, 2007, 22(1): 35-39 DOI:10.1007/s11595-005-1035-0

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References

[1]

White A.H. Volume Changes of Portland Cement as Affected by Chemical Composition and Aging[M], 1928. America: American Society for Testing and Materials.

[2]

Mehta P.K. Concrete Structure, Properties, and Materials[M], 1986. London: Prentice-Hall International Limited.

[3]

Taylor H.F.W. Cement Chemistry[M], 1990. London: Academic Press.

[4]

PK Mehta. Magnesium Oxide Additive for Producing Self-stress in Mass Concrete[C]. 7th International Congress on the Chemistry of Cement (3), 1980

[5]

Odler I., Abdul M.S. Investigations on the Relationship Between Porosity Structure and Strength of Hydrated Portland Cement Pastes[J]. Cem. Concr Res., 1987, 17(1): 22-30.

[6]

Cohen M.D. Theories of Expansion in Sulfoaluminate-type Expansive Cements: Schools of Thought[J]. Cem. Concr. Res., 1983, 13: 809

[7]

Ogawa K., Roy D.M. C4A3S Hydration, Ettringite Formation, and Its Expansion Mechanism: II. Microstructural Observation of Expansion[J]. Cem. Concr. Res., 1982, 12: 101

[8]

Ogawa K., Roy D.M. C4A3S Hydration, Ettringite Formation, and Its Expansion Mechanism: III. Effect of CaO, NaOH and NaCl; Conclusions[J]. Cem. Concr. Res., 1982, 12: 247

[9]

Ish-Shalom M., Bentur A. Properties of Type K Expansive Cement of Pure Components III. Hydration of Pure Expansive Component under Varying Restraining Conditions[J]. Cem. Concr. Res., 1975, 5: 139

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