Aggregate Morphology Affecting Strength and Permanent Deformation Behavior of Unbound Aggregate Materials

Author:

Tutumluer Erol12,Pan Tongyan12

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL, 61801. E-mail: tutumlue@uiuc.edu

2. Research Engineer, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801. E-mail: tongyanpan@gmail.com

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference25 articles.

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2. Barksdale R. D. and Itani S. Y. (1989). “Influence of aggregate shape on base behavior.” Transportation Research Record . 1227 Transportation Research Board National Research Council Washington D.C. 173–182.

3. Dawson A. R. Thom N. H. and Paute J. L. (1996). “Mechanical characteristics of unbound granular materials as a function of condition.” Flexible Pavements Proc. Europe Symp. Euroflex 1993 A. G. Correia ed. Balkema Rotterdam The Netherlands 35–44.

4. Garg N. and Thompson M. R. (1998). “Mechanistic-empirical evaluation of the Mn/road low volume road test sections.” Final Project Rep. No. FHWA-IL-UI-262 Civil Engineering Studies UILU-ENG-89-2003 Univ. of Illinois Urbana-Champaign Urbana Ill.

5. Haynes J. H. and Yoder E. J. (1963). “Effects of repeated loading on gravel and crushed stone base course materials used in the AASHO road test.” Highway Research Board Record No. 39 Washington D.C. 82–96.

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