Study on Critical Fracture Criterion of Asphalt Mixture Based on the Semi-Circular Bending Test

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Crack resistance is an important indicator to evaluate asphalt mixture performance, so the critical fracture criterion of asphalt mixture was deeply studied based on semi-circular bending test under different temperature. The results show that Semi-circle bending test is suitable to evaluate the crack resistance of asphalt mixture; fracture toughness Jc is a more reasonable indicator of the fracture criterion for asphalt mixture than Kc; The fracture toughness calculation model of single specimen built in this paper can simplify the semi-circular bending test operation, and can reduce the number of test specimens.

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1488-1494

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May 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Majidzadeh,K,Kauffmann and E.M. Ramsamooj,V. Application of Fracture Mechanics in the Analysis of Pavement Fatigue. Journal of the Association of Asphalt Paving Technologists, 1971, 40:227~245

Google Scholar

[2] Monismith, C.L., Salam Y.M. Distress Characteristics of Asphalt Concrete Mixes. Journal of the Association of Asphalt Paving Technologists, 1973, 42:320~350

Google Scholar

[3] Kishimoto K, Aoki S, Sakata M. On the path-independent in-tegral J [J]. Engng Freacture Mech, 1980, 13:841-850.

Google Scholar

[4] D. Little, K. Mahmoub. Engineering Properties of First Generation Plasticized Sulfur Binders and Low Temperature Fracture Evaluation of Plasticized Sulfur Paving Mixtures[A].64th Annual Meeting of TRB. Washington D C: Transportation Research Board,1985:103-111

Google Scholar

[5] A. A. Abdulshafi,K. Majidzadeh. J-Integral and Cyclic Plasticity Approach to Fatigue and Fracture of Asphalt Mixtures [A]. 64th Annual Meeting of TRB. Washington D C: Transportation Research Board,1985:112-123

Google Scholar

[6] M.R. Ayatollahi, M.R.M. Aliha. Fracture Parameters for Cracked Semi-circular Specimen.J.Rock Mech.Min.Sci.,2004,41(3), pp.1-5

DOI: 10.1016/j.ijrmms.2003.12.061

Google Scholar

[7] R.L. Krans, F. Tolman and M.F.C. Van de Ven. Semicircular bending test: a practical crack growth test using asphalt concrete cores. The 3th RILEM Conference on Reflective Cranking in Pavements, Maastricht,1996, pp.331-342.

DOI: 10.1201/9781482271799-23

Google Scholar

[8] M.A. Mull,K.STURT and A.YEHIA. Fracture Resistance Characterization of Chemically Modified Crumb Rubber Asphalt Pavement. Journal of Materials Science.2002,37, pp.557-566

Google Scholar

[9] Fcuad bayomy, Ahmad Abu Abdo, Mary Ann Mull, Michael Santi. Evaluation of Hot Mix Asphalt(HMA) Fracture Resistance Using the Critical Strain Energy Release Rate,Jc. Transportation Research Board 85th Annual Meeting , Washington D.C.2006 .pp.9-14

Google Scholar

[10] A. Bhurke,E. Shin and L. Drzal. Fracture Morphology and Fracture Toughness Measurement of Polymer Modified Asphalt Concrete[A].TRB 76th Annual Meeting Jan. 1997, Paper no. 970942.

DOI: 10.3141/1590-04

Google Scholar

[11] A.M. Othman.Fracture Resistance of Rubber-modified Asphaltic Mixtures Exposed to High-Temperature Cyclic Aging[J]. Journal of Elastomers and Plastics.2006,38:19-29

DOI: 10.1177/0095244306059852

Google Scholar

[12] Atluri S N. Path-independent integrals in finite elasticity and plasticity, with body forces, inertia, and arbitrary crack-face conditions[J]. Engng Fracture Mech,1982, 16:342-364.

DOI: 10.1016/0013-7944(82)90113-8

Google Scholar