Mixed-Mode Fracture Characteristics of Cold Recycling Mixes with Emulsified Asphalt

Article Preview

Abstract:

In order to study the Mixed-Mode cracking behavior of cold recycling mixes with emulsified asphalt, the Arcan test configuration was chosen to perform the fracture characteristics of cold recycling mixes in five levels of Mixed-Mode (100, 75, 50, 25 and 0% Mode I) at three loading rates (1.0mm/min, 0.5mm/min, 0.1mm/min). The load and load-line displacement, peak load, crack angle and fracture energy were all used for further analysis. The process of cracking can be divided into three stages: the stage of crack arises, expand stage, and the brittle break stage; 0% Mode I has a significant difference from the others; the loading rates and levels of Mixed-Mode both have great influence on peak load; the higher level of Mode I usually gets lower crack angle; the fracture energy of 100% Mode I ranges from 168 J/m2 to 308 J/m2 and the specimen in 0.5mm/min has greater fracture energy.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1678-1683

Citation:

Online since:

October 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Federal Highway Administration. Pavement recycling guidelines for state and local governments, participant's reference Book[M]. Publication No. FHWA-SA-98-042, FHWA office of engineering and office of technology applications, Washington (DC), (1997).

Google Scholar

[2] Yan J H, Ni F J, Yang M K, et al. An experimental study on the fatigue properties of emulsion and foam cold recycled mixes[J]. Construction and Building Materials, 2010, 24(11): 2151-2156.

DOI: 10.1016/j.conbuildmat.2010.04.044

Google Scholar

[3] Charmot S. Evaluation of the fracture energy properties of cold recycling asphalt aggregate mixtures[D]. The University of Utah, (2009).

Google Scholar

[4] Sutton, M.A., Reynolds, A.P., Yang, B., Taylor, R. Mixed Mode I/II Fracture of 2024-T3 Friction Stir Welds. Engineering Fracture Mechanics, Vol. 70, 2003, pp.2215-2234.

DOI: 10.1016/s0013-7944(02)00236-9

Google Scholar

[5] Arcan, M., Hashin, Z., Voloshin, A. A Method to Produce Uniform Plane-stress States with Applications to Fiber-reinforced Materials. Experimental Mechanics, Vol. 18, No. 4, (1978).

DOI: 10.1007/bf02324146

Google Scholar

[6] Braham A F, Buttlar W G, Ni F J. Fracture characteristics of asphalt concrete in mixed-mode[J]. Accepted to Road Materials and Pavement Design, August, (2009).

DOI: 10.1080/14680629.2010.9690314

Google Scholar

[7] Yang S. Research of arcan test configuration for mix-mode cracking in asphalt concrete[D]. Nanjing: Southeast University, (2011).

Google Scholar

[8] Bazant, Z. P. and Planas, J. Fracture and Size Effect in Concrete and Other Quasibrittle Materials, CRC Press, Boca Raton, (1998).

Google Scholar