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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 152-153Numerical Simulation of the Reflective Crack...

Numerical Simulation of the Reflective Crack Propagation Path for Open-Graded Large Stone Asphalt Mixes

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Abstract:

Numerical Simulation of the Reflective Crack Propagation Path for Open-graded Large Stone Asphalt Mixes

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New Materials and Advanced Materials

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Periodical:

Advanced Materials Research (Volumes 152-153)

Pages:

180-183

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.152-153.180

Citation:

Cite this paper

Online since:

October 2010

Authors:

Hong Bing Guo, Shuan Fa Chen

Keywords:

Fatigue Life, Initial Propagation Angle, Numerical Simulation, Open-Graded Large Stone Asphalt Mix, Propagation Path of Reflective Crack, Road Engineering

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Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

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Citation:

[1] Prithvi. S. Kandal. Large Stone Asphalt Mixes: DESIGN AND CONSTRUCTION [R]. NCAT Report 1990, 8(4).

[2] NCHRP REPORT386. Design and Evaluation of Large Stone Asphalt Mixes [R]. Transportation Research Board National Research Council, 1990, 122-155.

[3] PENG Chong. Research on Structure of Anti-reflection Cracking for Lean Concrete Asphalt Pavement [D]. Xi'an: Chang'an University, 2006. (in Chinese).

[4] FRANC2D，A Two Dimensional Crack Propagation Simulator User's Guide Version 3. 1, Copyright◎1991, 1992, 1993 Paul Wawrzynek and Anthony Ingraffea All Rights Reserved.

[5] Bittencourt, T. N., 1993, Computer Simulation of Linear and Nonlinear Crack Propagation in Cementitious Materials, Ph. D. Dissertation, Department of Civil and Environmental Engineering, Cornell University, Ithaca, NY.