Asphalt Mixes Deformation Sensitivity to Change in Rheological Parameters-Reference-Cited by-同舟云学术

Asphalt Mixes Deformation Sensitivity to Change in Rheological Parameters

Published:2005-02 Issue:1 Volume:17 Page:1-9
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Szydlo Antoni¹²,Mackiewicz Piotr¹²

Affiliation:

1. PhD, DSc, Professor, Wroclaw Univ. of Technology, Institute of Civil Engineering, Wybrzeze Wyspianskiego 27, 50-370 Wroclaw, Poland.

2. PhD, Wroclaw Univ. of Technology, Institute of Civil Engineering, Wybrzeze Wyspianskiego 27, 50-370 Wroclaw, Poland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282005%2917%3A1%281%29

Reference11 articles.

1. Blab R. and Harvey J. T. (2002). “Viscoelastic rutting model with improved loading assumptions.” Proc. 9th Int. Conf. on Asphalt Pavements International Society for Asphalt Pavements White Bear Lake Minn.

2. Viscoelastic Approach to Rutting in Flexible Pavements

3. Cooper Research Technology Ltd. (1998). Nottingham asphalt tester manual Derbyshire U.K.

4. French Standard. (1998). “Essai relatifs aux chaussées: Deformation permanente des mélange hydrocarbonés: essai d’ornierage.” p. 98–253–1 France (in French).

5. Hopman P. C. Nilsson R. N. and Pronk A. C. (1997). “Theory validation and application of the visco-elastic multilayer program VEROAD.” Proc. 8th Int. Conf. on Asphalt Pavements International Society for Asphalt Pavements White Bear Lake Minn.

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