Modeling Measured 3D Tire Contact Stresses in a Viscoelastic FE Pavement Model

Author:

Blab Ronald1,Harvey John T.2

Affiliation:

1. Associate Professor, Institute for Road Construction and Maintenance, Department of Civil Engineering, Technical University Vienna, Gusshausstrasse 28, A‐1040 Vienna, Austria

2. Associate Research Engineer, Pavement Research Center, University of California at Berkeley, 1353 S. 46th Street, Richmond, CA 94804‐4603

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference12 articles.

1. Mechanisms of surface-initiated longitudinal wheel path cracks in hightype bituminous pavements;Myers L.;J. Assoc. Asphalt Paving Technol.,1998

2. Surface cracking of asphalt mixtures in southern Africa;Hugo F.;J. Assoc. Asphalt Paving Technol.,1985

3. De Beer M. Measurements of tyre/pavement interface stresses under moving wheel loads Research Report DPVT 224 (Revised) Pavement Engineering Technology Division of Roads and Transport Technology CSIR South Africa 1994.

4. Blab R. Introducing improved loading assumptions into analytical pavement models based on measured contact stresses. Proc. Int. Conf. Accelerated Pavement Testing Reno NV 1999.

5. Harvey J. Guada I. and Long F. Analysis of Some Laboratory Testing and Analysis Variables for Input to Selection of Laboratory Tests for Asphalt Concrete Pacific Coast SHRP Superpave Facility University of California at Berkeley Institute of Transportation Studies Pavement Research Center Richmond CA 1999.

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