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Chapter
Apr 26, 2012

Resilient Behavior of Cement-Fiber Treated Reclaimed Asphalt Pavement Aggregates

Publication: Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support

Abstract

The use of Reclaimed Asphalt Pavement (RAP) aggregates in road construction reduces both the amount of construction debris disposed of in landfills and the rate of natural resource depletion. This paper presents the results obtained from a series of repeated load triaxial tests conducted on both untreated and treated RAP aggregates. Test specimens were compacted at density corresponding to optimum moisture content with different dosages of ordinary Portland cement (Type I/IT) with fibrillated polypropylene fibers. The resilient moduli of untreated aggregates varied between 180 and 340 MPa and that of cement-fiber treated aggregates varied between 200 and 580 MPa. Effects of cement and fiber dosages on the moduli enhancements of RAP aggregates are explained. Structural coefficients of these materials are also presented.

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Published In

Go to Contemporary Topics in Ground Modification, Problem Soils, and
                Geo-Support
Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support
Pages: 433 - 440

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Published online: Apr 26, 2012

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Anand J. Puppala [email protected]
Professor, Department of Civil Engineering, The University of Texas at Arlington, Texas 76019. E-mail: [email protected]
Sireesh Saride [email protected]
Post Doctoral Fellow, Department of Civil Engineering, The University of Texas at Arlington, Texas 76019. E-mail: [email protected]
Ajay Potturi [email protected]
Masters Student, Department of Civil Engineering, The University of Texas at Arlington, Texas 76019. E-mail: [email protected]
Laureano R. Hoyos [email protected]
Associate Professor, Department of Civil Engineering, The University of Texas at Arlington, Texas 76019. E-mail: [email protected]

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