TECHNICAL PAPERS
Nov 1, 1994

By‐Product of Sulfur Recovery from Phosphogypsum as Concrete Aggregate

Publication: Journal of Materials in Civil Engineering
Volume 6, Issue 4

Abstract

A sulfur‐recovery process from phosphogypsum produces a by‐product slag that can potentially be used as aggregate in portland cement concrete. The phase composition and microstructure of samples of slag from a bench‐scale (Florida Institute for Phosphate Research [FIPR]) and a pilot‐scale (campaign 5) run of the process were characterized. Both slags have a frothy appearance. The FIPR slag consists of elongate, and often radiating crystals of gehlenite (Ca2Al(Si,Al)O7), enclosing larnite (βCa2SiO4). Some amounts of iron sulfide and magnetite are also present. Campaign 5 slag does not contain gehlenite since quartz is present. Its microstructure is also different, consisting of an intimate, heterogeneous mixture of calcium silicates and opaque phases. Residual gypsum is present in both slags but in greater amounts in campaign 5; the latter also contains some ettringite and native sulfur. The FIPR bench‐scale run produced a completely burned residue while the pilot‐scale run residue was underburned. However, mineralogically, both are suitable as aggregate in concrete as long as the amount of sulfate phases is not too high (<4.5%).

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Alonzo, A. A. (1989). Microscopical examination and X‐ray diffraction analysis of phosphogypsum slab aggregate. Construction Technology Laboratory, Inc., Skokie, Ill.
2.
Campbell, D. H., and Tang, F. J. (1990). Microscopy and X‐ray diffraction of phosphogypsum based slag aggregate. Construction Technology Laboratory, Inc., Skokie, Ill.
3.
Chatterjee, A. K. (1983). “Role of volatiles in cement manufacture.” Advances in cement technology, S. N. Ghosh, ed., Pergamon Press, Oxford, England, 203–263.
4.
Deer, W. A., Howie, R. A., and Zussman, J. (1986). Disilicates and ring silicates. Longman Scientific and Technical, Essex, England.
5.
DeHayes, S. M., Grady, J. M., and Vidergar, D. M. (1986). “Clinker microstructure—a comparison of dry process, preheater and precalciner kilns.” Proc. VIII Int. Conf. on Cement Microscopy, J. Bayles, G. R. Gouda, and A. Nisperos, eds., Orlando, Fla.
6.
Drever, J. I. (1982). The geochemistry of natural waters. Prentice‐Hall, Inc., Englewood Cliffs, N.J.
7.
Gillot, J. E. (1987). Clay in engineering geology. Elsevier, Amsterdam, the Netherlands.
8.
Insley, H., and Frechette, V. D. (1955). Microscopy of CERAMICS and CEMENTS including glasses, slags, and foundry sands. Academic Press, New York, N.Y.
9.
Lea, F. M. (1971). The chemistry of cement and concrete. Chemical Publishing, New York, N.Y.
10.
Lloyd, G. M, Marten, J. H., and Kendron, T. J. (1985). Phosphogypsum: a source of sulfur dioxide. Proc. Am. Chemical Soc. Meeting, American Chemical Society, Chicago, Ill.
11.
Meyer, B. (1977). Sulfur, energy, and environment. Elsevier Scientific Publishing Company, Amsterdam, the Netherlands.
12.
Ott, E. (1993). “Investigation of the technical feasibility of using phosphogypsum‐based slag aggregate in portland concrete mixtures,” MSc thesis, Louisiana State University, Baton Rouge, La.
13.
Ott, E., Foxworthy, P. T., and Seals, R. K. (1993). “Utilization of phosphogypsum‐based slag aggregate in portland cement concrete mixtures.” Rep. No. I‐93‐5, Inst. for Recyclable Materials, Baton Rouge, La.
14.
Powder diffraction file. (1986). Joint Committee for Powder Diffraction Standards, International Center for Diffraction Data, Swarthmore, Pa.
15.
Samarai, M. A. (1976). “The disintegration of concrete containing sulphate‐contaminated aggregates.” Mag. Concr. Res., 28, 130–142.
16.
Taha, R. A., and Seals, R. K. (1992a). “Engineering properties of phosphogypsum‐based slag aggregate.” Transp. Res. Rec., 1345, 106–112.
17.
Taha, R. A., and Seals, R. K. (1992b). “The use of phosphogypsum‐based slag in hot mix asphaltic concrete.” Proc. Utilization of Waste Mater. in Civ. Engrg. Constr., Materials Engineering Division, American Society of Civil Engineers, New York, N.Y., 202–216.
18.
Taha, R. A., Seals, R. K., and Tittlebaum, M. E. (1991). “Engineering properties of phosphogypsum‐based slag aggregate.” Rep. No. I‐91‐1, Inst. for Recyclable Mat., Baton Rouge, La.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 6Issue 4November 1994
Pages: 439 - 452

History

Received: Sep 29, 1993
Published online: Nov 1, 1994
Published in print: Nov 1994

Permissions

Request permissions for this article.

Authors

Affiliations

Amitava Roy
Asst. Prof.—Res., Dept. of Civ. and Envir. Engrg. and Res. Assoc., Inst. for Recyclable Mat., Coll. of Engrg., Louisiana State Univ., Baton Rouge, LA 70803
Gary R. Byerly
Prof., Dept. of Geology and Geophysics, Louisiana State Univ., Baton Rouge, LA
Roger K. Seals, Fellow, ASCE
Prof., Dept. of Civ. and Envir. Engrg. and Dir., Inst. for Recyclable Mat., Coll. of Engrg., Baton Rouge, LA

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share