Investigation of Tire Contact Stress Distributions on Pavement Response

Author:

Siddharthan Raj V.1,Krishnamenon N.2,El-Mously Mohey3,Sebaaly Peter E.1

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Nevada, Reno, NV 89557.

2. Staff Engineer, Converse Consultants, 222 E. Huntington Dr., Suite 211, Monrovia, CA 91016.

3. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Nevada, Reno, NV 89557.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference26 articles.

1. Bonaquist R. (1992). “An assessment of the increased damage potential of wide-base single tires.” Proc. 7th Int. Conf. on Asphalt Pavements Vol. III Nottingham U.K. 177–195.

2. Dai S. T. Van Deusen D. Beer M. Rettner D. and Cochran G. (1997). “Investigation of flexible pavement response to truck speed and FWD load through instrumented pavements.” Proc. 8th Int. Conf. on Asphalt Pavements Vol. I Seattle 141–158.

3. Relationship among rate-dependent stiffnesses of asphalt concrete using laboratory and field test methods.;Daniel J. S.;Transp. Res. Rec.,1998

4. de Beer M. Groenendijk J. and Fisher C. (1996). “Three-dimensional contact stresses under the LINTRACK wide base single tyres measured with the Vehicle-Road Surface Pressure Transducer Array (VRSPTA) system in South Africa.” Contract Rep. CR-96/056 Div. of Roads and Transport Technology CSIR South Africa.

5. Measurements of tyre/pavement interface stresses under moving wheel loads.;de Beer M.;Int. J. Veh. Des.,1996

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