Effect of Phosphogypsum on the Properties of Over-Sulfur Phosphogypsum–Ground Granulate Blast-Furnace Slag Cement

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Abstract:

Over-sulfur phosphogypsum(PG)–ground granulate blast-furnace slag(GGBFS) cement paste is utilized by GGBFS, Portland cement clinker(PCC), additive, water and modificated phosphogypsum paste(MPG), produced by milling PG mixed with a certain proportion of steel slag(SS), GGBFS and water. The effect of PG on the properties of over-sulfur PG– GGBFS cement was investigated. The mechanical performances and hydration mechanism of the cement with different kinds, proportions and particle size of PG were analyzed based on setting time, volume stability, strength test, XRD and SEM analyses. The experimental results show that,the optimum mixture of PG amount in the binder was 45%. Overdose of PG may caused strength deterioration. The optimum grinding time of MPG in the binder was 20min. The soluble phosphorus content of PG in the binder was under 0.05%.

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1453-1459

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September 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Nurhayat Degirmenci. The Using of Waste Phosphogypsum and Natural Gypsum in Adobe Stabilization[J]. Construction and Building Materials, 2008, (22 ): 1 220-1 224.

DOI: 10.1016/j.conbuildmat.2007.01.027

Google Scholar

[2] Manjit Singh, Mridul Garg. Investigation of a Durable Gypsum Binder for Building Materials [J]. Construction and Building Materials, 1992, 6(1): 52-56.

DOI: 10.1016/0950-0618(92)90030-3

Google Scholar

[3] Manjit Singh, Mridul Garg. Phosphogypsum - Fly Ash Cementitious Binder - Its Hydration and Strength Development [J]. Cement and Concrete Research, 1995, 25(4): 752-758.

DOI: 10.1016/0008-8846(95)00065-k

Google Scholar

[4] Manjit Singh, Mridul Garg. Cementitious Binder from Fly Ash and Other Industrial Wastes [J]. Cement and Concrete Research, 1999, 29(3): 309-314.

DOI: 10.1016/s0008-8846(98)00210-5

Google Scholar

[5] Mridul Garg, Manjit Singh, Rakesh Kumar. Some Aspects of the Durability of a Phosphogypsum-Lime-fly Ash Binder [J]. Construction and Building Materials, 1996, 10(4): 273-279.

DOI: 10.1016/0950-0618(95)00085-2

Google Scholar

[6] Mun KJ, Hyoung WK, Lee CW, So SY, et al. Basic Properties Non-sintering Cement Using Phosphogypsum and Waste Lime as Activator[J]. Construction and Building Materials, 2007, 21(6): 1 342-1 350.

DOI: 10.1016/j.conbuildmat.2005.12.022

Google Scholar

[7] Weiguo Shen, Mingkai Zhou, Qinglin Zhao. Study on Lime–Fly Ash–Phosphogypsum Binder[J]. Construction and Building Materials, 2007, 21(7): 1 480-1 485.

DOI: 10.1016/j.conbuildmat.2006.07.010

Google Scholar

[8] Guo Xiao Lu, Shi Hui Sheng. Thermal Treatment and Utilization of Flue Gas Desulphurization Gypsum as an Admixture in Cement and Concrete[J]. Construction and Building Materials, 2008, 22(7): 1 471-1 476.

DOI: 10.1016/j.conbuildmat.2007.04.001

Google Scholar