Test of Recycled Concrete Aggregate in Accelerated Test Track

Author:

Chini Abdol R.12345,Kuo Shiou-San12345,Armaghani Jamshid M.12345,Duxbury James P.12345

Affiliation:

1. Members, ASCE

2. Assoc. Prof., Rinker School of Build. Constr., Univ. of Florida, P.O. Box 115703, Gainesville, FL 32611. E-mail: chini@ufl.edu

3. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Central Florida, P.O. Box 162450, Orlando, FL 32816. E-mail: kuo@pegasus.cc.ucf.edu

4. Dir. of Concrete Paving, Florida Concrete & Products Association, 2911 NW 24th Terrace, Gainesville, FL 32605. E-mail: jabashav1@aol.com

5. Des. Engr., TYLin International, 825 Battery St., San Francisco, CA 94111. E-mail: jduxbury@hotmail.com

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference21 articles.

1. DePuy G. W. ( 1990). “Petrographic investigations of concrete and concrete aggregates at the Bureau of Reclamation.” Petrography applied to concrete and concrete aggregates ASTM STP 1061 ASTM West Conshohocken Pa.

2. Duxbury J. P. ( 1997). “Testing and analysis of rigid and flexible pavements using recycled aggregate as mixture and base materials.” MS thesis University of Central Florida Orlando Fla.

3. Flexible pavement design manual. (1996). FDOT Tallahassee Fla.

4. Graves R. ( 1991). “Physical mineralogical and interfacial bonding properties of carbonate and silicate mineral aggregates used in portland cement concrete in Florida.” PhD dissertation University of Florida Gainesville Fla.

5. Grogan T. ( 1996). “Aggregate: Demand on a roll.” ENR 237(14) 82.

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