FORMATION AND FAILURE BEHAVIOR OF OPEN-GRADED FRICTION COURSE AT LOW TEMPERATURES

Authors

  • Baoyang Yu College of Transportation Engineering, Dalian Maritime University; School of Transportation Engineering, Shenyang Jianzhu University
  • Zongguang Sun College of Transportation Engineering, Dalian Maritime University
  • Lin Qi Department of Civil Engineering, Shenyang Urban Construction Institute

DOI:

https://doi.org/10.14311/CEJ.2022.02.0020

Keywords:

Open-graded friction course (OGFC), Four-point bending test, Digital surface model (DSM), Strain field, Stress reconstruction

Abstract

To study the deformation and failure behavior of the open-graded friction course (OGFC) before cracking at low temperatures, a four-point bending test of the trabecula was conducted, and the deformation process was monitored by the digital speckle method (DSM). The distribution law of the strain field of the trabecular specimens was analyzed. The horizontal strain field gradually changed from a uniform distribution to a strain concentration area with loading. The crack initiation time, crack initiation strain, and deformation period were obtained from the strain curve. The combination of stress reconstruction and DSM makes the stress measurement of the OGFC more authentic.

Downloads

Download data is not yet available.

References

Qun Y., Guo Z.Y., 2005. Mixture Design of Fire-Retarded OGFC in Road Tunnel. Road Materials and Pavement design, vol. 6(2): 255-268.

Xiong R., Fang J.H., Xu A.H., Guan B.W., Liu Z.Z., 2015. Laboratory Investigation on the Brucite Fiber Reinforced Asphalt Binder and Asphalt Concrete. Construction and building materials, vol. 83: 44-52.

Tanzadeh R., Tanzadeh J., Honarmand M., Tahami S.A. , 2019. Experimental Study on the Effect of Basalt and Glass Fibers on Behavior of Open-graded Friction Course Asphalt Modified with Nano-silica. Construction and building materials, vol. 212:467-475.

Lee L., Charles R., Nicola S., 2016. Stress-Strain Behaviour of Asphalt Concrete in Compression. Procedia structural integrity, vol. 2: 2913-2920.

Pirmohammad S., Shokorlou Y.M., Amani B., 2020. Laboratory Investigations on Fracture Resistance of Asphalt Concretes Reinforced with Carbon and Kenaf Fibers at -15 degrees. Engineering fracture mechanics. vol. 230: 1-19.

Ahmad M; Bairgi B.K.; Khan Z.H.; Tarefder R.A., 2020. Evaluation of the Fracture Resistance of Asphalt Concrete Mixes Including the Effect of Anisotropy. International journal of pavement research and technology, vol. 13(2): 121-128.

Xu H.N., et al., 2019. Investigation of Anisotropic Flow in Asphalt Mixtures Using the X-ray Image Technique: Pore Structure Effect. Road materials and pavement design, vol. 20(3): 491-508.

Huang Y.H., Liu L., Sham F.C., et al., 2010. Optical Strain Gauge vs. Traditional Strain Gauges for Concrete Elasticity Modulus Determination. Optik, vol. 121(18):1635-1641.

Stewart C.M., Garcia E., 2018. Fatigue Crack Growth of a Hot Mix Asphalt Using Digital Image Correlation. International journal of fatigue. vol. 120: 254-266.

Birgisson B., et al., 2009. An Optical Strain Measurement System for Asphalt Mixtures. Materials and structures, vol. 42(4): 427-441.

Lyons J.S., Liu J., Sutton M.A., 1996. High-temperature Deformation Measurements Using Digital-Image Correlation. Experimental mechanics, vol. 36(1): 64-70.

Lu H., Cary P.D., 2000. Deformation Measurements by Digital Image Correlation: Implementation of a Second-order Displacement Gradient. Experimental mechanics, vol. 40(4): 393-400.

Yuan Y., et al., 2014. Accurate Displacement Measurement via a Self-adaptive Digital Image Correlation Method based on a Weighted ZNSSD Criterion. Optics and lasers in engineering, vol. 52: 75-85.

Li C., Wang L., Xiao-xiao W., 2017. Crack and Crack Growth Behavior Analysis of Asphalt Mixtures based on the Digital Speckle Correlation Method. Construction and building materials, vol. 147: 227-238.

Xue Q., et al., 2013. Dynamic Behavior of Asphalt Pavement Structure under Temperature-stress Coupled Loading. Applied thermal engineering, vol. 53(1): 1-7.

Underwood B.S., Kim Y.R., 2011. Experimental Investigation into the Multiscale Behaviour of Asphalt Concrete. International journal of pavement engineering. vol. 12: 357-370.

Kumar M., Gaur K.K., Shakher C., 2015. Measurement of Material Constants (Young's Modulus and Poisson's Ratio) of Polypropylene Using Digital Speckle Pattern Interferometry (DSPI). ournal of the Japanese Society for Experimental Mechanics, vol. 15 (Special_Issue): s87-s91.

Downloads

Published

2022-07-31

Issue

Vol. 31 No. 2 (2022)

Section

Articles

License

Copyright (c) 2022 Stavební obzor - Civil Engineering Journal

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

Authors who publish with this journal agree to the following terms:

  1. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
  2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
  3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).

How to Cite

FORMATION AND FAILURE BEHAVIOR OF OPEN-GRADED FRICTION COURSE AT LOW TEMPERATURES. (2022). Stavební Obzor - Civil Engineering Journal, 31(2), 260-273. https://doi.org/10.14311/CEJ.2022.02.0020
Received 2021-10-21
Accepted 2022-07-11
Published 2022-07-31