Verification and Modeling of Three-Stage Permanent Deformation Behavior of Asphalt Mixes

Author:

Zhou Fujie1,Scullion Tom2,Sun Lijun3

Affiliation:

1. Research Associate, Materials and Pavements Division, Texas Transportation Institute, The Texas A&M Univ. System, 3135 TAMU, College Station, TX 77843-3135.

2. Research Engineer, Materials and Pavements Division, Texas Transportation Institute, The Texas A&M Univ. System, 3135 TAMU, College Station, TX 77843-3135.

3. Professor, Dept. of Road and Traffic Engineering, Tongji Univ., 1239 Siping Rd. Shanghai, 200092, P. R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference18 articles.

1. Barksdale R. D. (1972). “Laboratory evaluation of rutting in base course materials.” Proc. 3rd Int. Conf. on Structure Design of Asphalt Pavements Univ. of Michigan Mich. 161–174.

2. Bayomy F. (1982). “Development and analysis of a cement coating technique: An approach towards distress minimization and failure delay in flexible pavements.” PhD dissertation Ohio State Univ. Ohio.

3. Bernasconi G. and Piatti G. (1978). Creep of engineering materials and structures Applied Science Publishers Ltd. London ISBN 0-85334-878-2.

4. Bonaquist R. (1992). “An assessment of the increased damage potential of wide based single tires.” Proc. 7th Int. Conf. on Asphalt Pavements Univ. Nottingham 3 1–16.

5. A study of in-place rutting of asphalt pavements.;Brown E.;J. Asphalt Paving Technol.,1989

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