Technical Papers
Apr 16, 2015

Influence of the Cement Fineness on Strengths of Cement Pastes Containing High Phosphorus Slag

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 12

Abstract

Mechanical grinding was used to increase the specific surface area of cement in order to increase the dosage of phosphorus slag (PS) in Type P·O42.5 cement. X-ray diffraction, hydration heat, and scanning electron microscopy were used to analyze the hydration process of cement containing PS. The results show that the increase of fineness of cement can obviously improve the mechanical property of PS cement pastes. When specific surface area increased to 460m2/kg, the flexural strength and compressive strength of cement mortars mixed with 40% PS for 3 and 28 days are 3.77, 17.6, 9.89, and 52.0 MPa, respectively, still meeting the strength requirements of Type P·O42.5 cement. The PS admixture can effectively lower the hydration heat of cement. Phosphorus slag delayed the hydration process of cement, inhibited the formation of ettringite and contributed a low strength of mortars for 3 days curing. The degree of hydration of PS at the early ages was low, leading to a poor interface between PS particle and cement matrix.

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Acknowledgments

The research reported in this paper was financially supported by the project of Panzhihua Municipal Science and Technology (No. 2012CY-S-19), Anhui Provincial Science and Technology Foundation (No. 1301042127) and the Open Foundation from the State Key Laboratory of Materials-Oriented Chemical Engineering (No. KL13-14).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 12December 2015

History

Received: Jul 28, 2014
Accepted: Feb 19, 2015
Published online: Apr 16, 2015
Discussion open until: Sep 16, 2015
Published in print: Dec 1, 2015

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Authors

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Tang Jinhui [email protected]
M.S. Student, State Key Laboratory of Materials-Oriented Chemical Engineering, College of Materials Science and Engineering, Nanjing Tech Univ., Nanjing 210009, China. E-mail: [email protected]
Professor, State Key Laboratory of Materials-Oriented Chemical Engineering, College of Materials Science and Engineering, Nanjing Tech Univ., Nanjing 210009, China (corresponding author). E-mail: [email protected]
Associate Professor, Anhui Key Laboratory of Advanced Building Materials, Anhui Jianzhu Univ., Hefei 230022, China. E-mail: [email protected]
Xie Lilan, Ph.D.
State Key Laboratory of Materials-Oriented Chemical Engineering, College of Materials Science and Engineering, Nanjing Tech Univ., Nanjing 210009, China.

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