Heavy Off-Road Vehicle Tire-Pavement Interactions and Response-Reference-Cited by-同舟云学术

Heavy Off-Road Vehicle Tire-Pavement Interactions and Response

Published:2005-03 Issue:3 Volume:131 Page:239-247
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Siddharthan Raj V.¹¹²³⁴,Sebaaly Peter E.¹¹²³⁴,El-Desouky Magdy¹¹²³⁴,Strand Dan¹¹²³⁴,Huft David¹¹²³⁴

Affiliation:

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

2. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Nevada, Reno, NV 89557.

3. Research Engineer, South Dakota DOT, Office of Research, 700 E. Broadway Ave., Pierre, SD 57510.

4. Director of Research, South Dakota DOT, Office of Research, 700 E. Broadway Ave., Pierre, SD 57510.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282005%29131%3A3%28239%29

Reference16 articles.

1. Dai S. T. Deusen D. de 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.

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

3. 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. No. CR-96/056 Division of Roads and Transport Technology CSIR South Africa.

4. Epps J. A. Leahy R. B. Mitchell T. Ashmore C. Seeds S. Alavi S. and Monismith C. L. (1999). “WesTrack—the road to performance-related specifications.” Proc. Int. Conf. on Accelerated Pavement Testing (CD ROM) Reno Nev.

5. Himeo K. Ikeda T. Kamijima T. and Abe T. (1997). “Distribution of tire contact pressure of vehicles and its influence on pavement distress.” Proc. 8th Int. Conf. on Asphalt Pavements Vol. I Seattle 129–139.

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