TECHNICAL PAPERS
May 14, 2004

Investigation into Waste Tire Rubber-Filled Concrete

Publication: Journal of Materials in Civil Engineering
Volume 16, Issue 3

Abstract

Over the years, there has been mounting interest in the use of recycled tire rubbers in highway construction. Tire rubber-filled concrete, a rubberized Portland cement concrete with a portion of aggregates replaced by tire rubber particles, represents an alternative of using recycled tire rubbers. It is found that rubberized concrete has very high toughness. However, its strength decreases significantly as the rubber content increases. This limits its application to secondary structural components only. Very little progress has been made in increasing the strength of rubberized concrete due to the lack of understanding of the toughing mechanism. In this study, rubberized concrete was treated as a multiphase particulate-filled composite material. A modified three-layer built-in composite model was proposed based on a previous study on ordinary concrete. Finite element analysis was conducted on the developed composite model. Cylindrical rubberized concrete samples and ordinary concrete samples were prepared and tested to provide basic physical/mechanical properties in the analysis. The effect of various design parameters on the composite strength was evaluated. The finite element analysis validated the test results.

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References

Amirkhanian, S.(1997). “Utilization of waste materials in highway industry—A literature survey.” J. Solid Waste Technol. Manage., 24(2), 94–103.
Babbit, R. O. (1978). The VANDERBILT rubber handbook, R. T. Vanderbilt Company, Inc., Norwalk, Conn.
Brown, K. M., Cummings, R., Mrozek, J. R., and Terrebonne, P.(2001). “Scrap tire disposal: Three principles for policy choice.” Nat. Resour. J., 41(1), 9–22.
Douglah, S., and Everett, J. W.(1998). “Scrap tire disposal: I. Survey of state programs.” J. Solid Waste Technol. Manage., 25(1), 40–50.
Eldin, N. N., and Senouci, A. B.(1993). “Rubber-tire particles as concrete aggregate.” J. Mater. Civ. Eng.,5(4), 478–496.
Epps, J. A. (1994). “Uses of recycled rubber tires in highways.” Synthesis of Highway Practice 198, Transportation Research Board, National Research Council, Washington, D.C.
Everett, J. W., and Douglah, S.(1998). “Scrap tire disposal (II): Case study and recommendations.” J. Solid Waste Technol. Manage., 25(1), 51–60.
Gibson, R. F. (1994). Principles of composite materials mechanics, McGraw-Hill, New York.
Goulias, D. G., and Ali, A. H.(1998). “Evaluation of rubber-filled concrete and correlation between destructive and nondestructive testing results.” Cem. Concr. Aggregates, 20(1), 140–144.
Goulias, D. G., and Juran, I.(1998). “Use of recycled plastic resins in infrastructure construction materials.” J. Solid Waste Technol. Manage., 25(2), 105–111.
Jang, J. W., Woo, T. S., Oh, J. H., and Iwasaki, I.(1998). “Discarded tire recycling practices in the United States, Japan, and Korea.” Resour. Conserv. Recycl., 22(1-2), 1–14.
Khatib, Z. K., and Bayomy, F. M.(1999). “Rubberized Portland cement concrete.” J. Mater. Civ. Eng., 11(3), 206–213.
Lee, H. S., Lee, H., Moon, J. S., and Jung, H. W.(1998). “Development of tire-added latex concrete.” ACI Mater. J., 95(4), 356–364.
Li, G., Zhao, Y., and Pang, S. S.(1998). “Three-layer built-in analytical modeling of concrete.” Cem. Concr. Res., 28(7), 1057–1070.
Li, G., Zhao, Y., Pang, S. S., and Li, Y.(1999). “Effective Young’s modulus estimation of concrete.” Cem. Concr. Res., 29(9), 1455–1462.
Mehta, P. K., and Monteiro, P. J. M. (1993). Concrete: Structure, properties, and methods, 2nd Ed., Prentice-Hall, Englewood Cliffs, N.J.
Scrivener, K. L., and Nemati, K. M.(1996). “The percolation of pore space in the cement paste/aggregate interfacial zone of concrete.” Cem. Concr. Res., 26(1), 35–40.
Topçu, I. B.(1995). “The properties of rubberized concrete.” Cem. Concr. Res., 25(2), 304–310.
Yang, S. P., Kjartanson, B. H., and Lohnes, R. A.(2001). “Structural performance of scrap tire culverts.” Can. J. Civ. Eng., 28(2), 179–189.
Zhou, F. P., Lydon, F. D., and Barr, B. I. G.(1995). “Effect of coarse aggregate on elastic modulus and compressive strength of high performance concrete.” Cem. Concr. Res., 25(1), 177–186.

Information & Authors

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 16Issue 3June 2004
Pages: 187 - 194

History

Received: Jun 6, 2002
Accepted: Dec 17, 2003
Published online: May 14, 2004
Published in print: Jun 2004

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Authors

Affiliations

Baoshan Huang
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996 (corresponding author).
Guoqiang Li
Assistant Professor, Dept. of Mechanical Engineering, Louisiana State Univ., Baton Rouge, LA 70803.
Su-Seng Pang
Jack Holmes Professor, Dept. of Mechanical Engineering, Louisiana State Univ., Baton Rouge, LA 70803.
John Eggers
Research Engineer, Louisiana Transportation Research Center, 4101 Gourrier, Baton Rouge, LA 70808.

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