86
Views
16
CrossRef citations to date
0
Altmetric
Original Articles

R-curve behavior and crack propagation properties of asphalt concrete at low temperatures

&
Pages 559-570 | Received 02 Aug 2012, Accepted 05 Nov 2012, Published online: 06 May 2015

References

  • Anderson, T. L. 2005. Fracture mechanics fundamentals and applications. 3rd ed. New York: Taylor & Francis. 621 p.
  • AASHTO T96-02 Standard method of test for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine. American Association of State and Highway Transportation Officials, USA, 2002. 3 p.
  • AASHTO T182-84 Standard method of test for coating and stripping of bitumen-aggregate mixtures. American Association of State and Highway Transportation Officials, USA, 2002. 6 p.
  • AASHTO T104-99 Standard method of test for soundness of aggregates by use of sodium sulfate or magnesium sulfate. American Association of State and Highway Transportation Officials, USA, 2003. 11 p.
  • ASTM D3202-2000. Standard practice for preparation of bituminous mixture beam specimens by means of the California Kneading compactor. American Society for Testing and Materials, USA, 2000. 3 p.
  • ASTM E1820-09 Standard test method for measurement of fracture toughness. American Society for Testing and Materials, USA, 2009. 56 p.
  • ASTM D3497-79(2003) Standard test method for dynamic modulus of asphalt mixtures. American Society for Testing and Materials, USA, 2003. 3 p.
  • ASTM E399-09 Standard test method for linear-elastic planestrain fracture toughness K Ic of metallic materials. American Society for Testing and Materials, USA, 2009. 33 p.
  • ASTM D5821-13 Standard test method for determining the percentage of fractured particles in coarse aggregate. American Society for Testing and Materials, USA, 2013. 6 p.
  • Begley, J. A.; Landes, J. D. 1972. The J-integral as a fracture criterion, in Fracture Toughness, Proc. of the 1972 National Symposium on Fracture Mechanics. ASTM STP: 1–23.
  • Braham, A.; Buttlar, W.; Marasteanu, M. 2007. Effect of binder type, aggregate, and mixture composition on fracture energy of hot-mix asphalt in cold climates, Journal of Transportation Research Board2001: 102–109. http://dx.doi.org/10.3141/2001-12
  • BS 812-103.1 Testing aggregates – method for determination of particle size distribution. London: British Standards Institution, UK, 1985. 8 p.
  • Dongre, R.; Sharma, M. G.; Anderson, D. A. 1989. Development of fracture criterion for asphalt mixes at low temperatures, Journal of Transportation Research Board1228: 94–105.
  • Ernst, H. A.; Paris, P. C.; Landes, J. D. 1981. Estimations on J-integral and tearing modulus T from a single specimen test record, in Fracture Toughness, Proc. of the 1981 National Symposium on Fracture Mechanics. ASTM STP743: 476–502.
  • Iran Highway Asphalt Paving Code. 2011. Ministry of Road and Transportation, Research and Education Center, Iran, No. 234. 263 p.
  • ISO 12135:2002 Metallic materials – unified method of test for the determination of quasistatic fracture toughness. Geneva: International Organization for Standardization, 2002. 94 p.
  • Kim, K. W.; El Hussein, M. 1997. Variation of fracture toughness of asphalt concrete under low temperatures, Construction and Building Materials11(7–8): 403–411. http://dx.doi.org/10.1016/S0950-0618(97)00030-5
  • Landes, J. D. 2007. Evaluation of the ISO J initiation procedure using the EURO fracture toughness test data set, International Journal of Fracture145(4): 285–297. http://dx.doi.org/10.1007/s10704-007-9118-x
  • Landes, J. D.; Begley, J. A. 1972. The effect of specimen geometry on JIC, in Fracture Toughness, Proc. of the 1971 National Symposium on Fracture Mechanics. Part II, ASTM STP514: 24–39.
  • Li, X.; Marasteanu, M. 2010. The fracture process zone in asphalt mixture at low temperature, Engineering Fracture Mechanics77(7): 1175–1190. http://dx.doi.org/10.1016/j.engfracmech.2010.02.018
  • Marasteanu, M.; Labuz, J. F.; Dai, S. 2002. Determining the low-temperature fracture toughness of asphalt mixtures, Journal of Transportation Research Board1789: 191–199. http://dx.doi.org/10.3141/1789-21
  • Mobasher, B.; Mamlouk, M. S.; Lin, H. M. 1997. Evaluation of crack propagation properties of asphalt mixtures, Journal of Transportation Engineering123(5): 405–413. http://dx.doi.org/10.1061/(ASCE)0733-947X(1997)123:5(405)
  • Reis, J. M. L.; Chianelli, J. R.; Cardoso, J. L.; Marinho, F. J. V. 2011. Effect of recycled PET in fracture mechanics of polymer mortar, Construction and Building Materials25(6): 2799–2804. http://dx.doi.org/10.1016/j.conbuildmat.2010.12.056
  • Rice, J. R. 1968. A path independent integral and the approximate analysis of strain concentration by notches and cracks, Journal of Applied Mechanics35(2): 379–386. http://dx.doi.org/10.1115/1.3601206
  • University of Wisconsin-Madison. 2010. Investigation of low temperature cracking in asphalt pavements. National Pooled Fund Study – Phase II. Wisconsin, USA. 338 p.
  • Wagoner, M.; Buttlar, W.; Paulino, G. 2005. Development of a single-edge notched beam test for asphalt concrete mixtures, Journal of Testing and Evaluation33(6): 1–9.
  • Zhu, X. K.; Joyce, J. A. 2007. J-Resistance curve testing of HY80 steel using SE(B) specimens and normalization method, Engineering Fracture Mechanics74(14): 2263–2281. http://dx.doi.org/10.1016/j.engfracmech.2006.10.018
  • Zhu, X.-K.; Joyce, J. A. 2009. More accurate approximation of J-integral equation for evaluating fracture resistance curves, Journal of ASTM International7(1): 90–115.
  • Zhu, X.-K.; Joyce, J. A. 2012. Review of fracture toughness (G, K, J, CTOD, CTOA) testing and standardization, Engineering Fracture Mechanics85: 1–46. http://dx.doi.org/10.1016/j.engfracmech.2012.02.001
  • Zhu, X.-K.; Leis, B. N.; Joyce, J. A. 2008. Experimental estimation of J-R curves from load-CMOD record for SE(B) specimens, Journal of ASTM International5(5): 66–86. http://dx.doi.org/10.1520/JAI101532

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.