Environmental Effects on Durability of Aggregates Stabilized with Cementitious Materials

Author:

Khoury N. N.12,Zaman M. M.12

Affiliation:

1. Research Associate/Instructor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 West Boyd St., 334 Carson Engineering Center, Norman, OK 73019.

2. David Ross Boyd/Aaron Alexander Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 West Boyd St., 334 Carson Engineering Center, Norman, OK 73019.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. Federal Highway Administration (FHwA). (1982). “Kiln dust–fly ash systems for highway bases and subbase.” Publication No. FHWA-RD-82-167 FHwA Washington D.C.

2. Kalankamary G. P. and Donald D. T. (1963). “Development of a freeze-thaw test for design of soil-cement.” HRB No. 36 Highway Research Board Washington D.C. 77–96.

3. Khoury N. N. (2001). “The effect of freeze-thaw and wet-dry cycles on resilient modulus of class C fly ash stabilized aggregate base.” MS thesis Univ. of Oklahoma Norman Okla.

4. Khoury N. N. and Zaman M. M. (2002). “Effect of wet-dry cycles on resilient modulus of class C fly ash stabilized aggregate base.” Transportation Research Record. 1787 Transportation Research Board Washington D.C. 13–21.

5. Khoury N. N. and Zaman M. M. (2003). “Effect of freeze-thaw cycles on Class C fly ash stabilized aggregate base.” Proc. Transportation Research Board 82nd Annual Meeting (CD-ROM) Transportation Research Board Washington D.C.

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