Pavement Response and Rutting for Full-Scale and Scaled APT-Reference-Cited by-同舟云学术

Pavement Response and Rutting for Full-Scale and Scaled APT

Published:2003-07 Issue:4 Volume:129 Page:451-461
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Epps Martin Amy¹,Walubita Lubinda F.²,Hugo Fred³,Bangera Nitin U.⁴

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Texas A&M Univ., 503F CE/TTI Building, 3136 TAMU, College Station, TX 77843-3136.

2. Graduate Research Assistant, Dept. of Civil Engineering, Texas A&M Univ., 501H CE/TTI Building, 3136 TAMU, College Station, TX 77843-3136.

3. Director, Dept. of Civil Engineering, Institute for Transport Technology, Univ. of Stellenbosch, Stellenbosch, South Africa 7600.

4. Student Worker, Dept. of Civil Engineering, Texas A&M Univ., 503 CE/TTI Building, 3136 TAMU, College Station, TX 77843-3136.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282003%29129%3A4%28451%29

Reference20 articles.

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3. Aouad M. F. (1993). “Evaluation of flexible pavements and subgrade spectral-analysis-of-surface-waves method.” PhD dissertation Univ. of Texas at Austin Austin Tex.

4. BISAR 3.0—Users manual . (1998). Shell Bitumen Shell International Oil Products BV London.

5. Chen D.-H. Murphy M. Pilson C. and Hudson R. (1997). “Testing and analysis of the TxMLS test pads at Victoria Texas.” Proc. 8th Int. Conf. on Asphalt Pavements Vol. II Univ. of Washington Seattle August 10–14 Int. Society for Asphalt Pavements St. Paul Minn. 1205–1223.

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