Laboratory investigation into the crack propagation mechanism of geosynthetic reinforced asphalt concrete using digital image correlation technique

References

• AASHTO, 2017. Standard method of test for determining the fatigue life of compacted asphalt mixtures subjected to repeated flexural bending (Standard No. AASHTO T321). Washington DC, USA: American Association of State and Highway Transportation Officials.
   Google Scholar
• Al-Qadi, I.L., et al., 2022. Cracking prediction of asphalt concrete using fracture and strength tests. International Journal of Pavement Engineering, 3333–3345. doi:10.1080/10298436.2021.1892108.
   Web of Science ®Google Scholar
• ASTM, 2008. Test method for determining fatigue failure of compacted asphalt concrete subjected to repeated flexural bending (Standard No. ASTM D7460). West Conshohocken, PA, USA: American Standards for Testing Materials International.
   Google Scholar
• Attia, T., et al., 2020. 2T3C HCA, a new hollow cylinder device using digital image correlation to measure properties of interfaces between asphalt layers. Construction and Building Materials, 247, 118499. doi:10.1016/j.conbuildmat.2020.118499.
   Web of Science ®Google Scholar
• Braham, A.F., 2008. Fracture characteristics of asphalt concrete in Mode I, Mode II, and mixed-mode. Ph.D Dissertation. University of Illinois at Urbana-Champaign, Urbana-Champaign, IL, USA.
   Google Scholar
• Buttlar, W., and Braham, A., 2009, 27–29 May. Mode II cracking in asphalt concrete. In: A. Loizos, etal, ed. Proceedings of the 7th international RILEM symposium ATCBM09 on advanced testing and characterization of bituminous materials. vol. II. Rhodes: CRC Press, 699–706.
   Google Scholar
• Chehab, G.R., Seo, Y., and Kim, Y.R., 2007. Viscoelastoplastic damage characterization of asphalt–aggregate mixtures using digital image correlation. International Journal of Geomechanics, 7, 111–118. doi:10.1061/(ASCE)1532-3641(2007)7:2(111).
   Google Scholar
• Cheng, L., et al., 2022. Evaluation of the fatigue properties for the long-term service asphalt pavement using the semi-circular bending tests and stereo digital image correlation technique. Construction and Building Materials, 317, 126119. doi:10.1016/j.conbuildmat.2021.126119.
   Web of Science ®Google Scholar
• Das, A., et al., 2020. Mitigating reflective cracking in composite pavements through the use of a ductile concrete interlayer. Construction and Building Materials, 259, 120383. doi:10.1016/j.conbuildmat.2020.120383.
   Web of Science ®Google Scholar
• Doll, B., et al., 2017a. Damage zone development in heterogeneous asphalt concrete. Engineering Fracture Mechanics, 182, 356–371. doi:10.1016/j.engfracmech.2017.06.002.
   Web of Science ®Google Scholar
• Doll, B., et al., 2017b. Investigation of viscoelastic fracture fields in asphalt mixtures using digital image correlation. International Journal of Fracture, 205, 37–56. doi:10.1007/s10704-017-0180-8.
   Web of Science ®Google Scholar
• Freire, R.A., et al., 2021. Crack propagation analysis in bituminous mixtures reinforced by different types of geogrids using digital image correlation. Construction and Building Materials, 303, 124522. doi:10.1016/j.conbuildmat.2021.124522.
   Web of Science ®Google Scholar
• Górszczyk, J., Malicki, K., and Zych, T., 2019. Application of digital image correlation (DIC) method for road material testing. Materials, 12, 2349. doi:10.3390/ma12152349.
   PubMed Web of Science ®Google Scholar
• Jabonero, C., et al., 2020. Development of a multi-modal overlay tester for the evaluation of asphalt overlay cracking behaviors. Canadian Journal of Civil Engineering, 47, 1258–1266. doi:10.1139/cjce-2019-0227.
   Web of Science ®Google Scholar
• Khodaii, A., Fallah, S., and Moghadas Nejad, F., 2009. Effects of geosynthetics on reduction of reflection cracking in asphalt overlays. Geotextiles and Geomembranes, 27, 1–8. doi:10.1016/j.geotexmem.2008.05.007.
   Web of Science ®Google Scholar
• Kim, Y.R., Sudarsanan, N., and Xue, L.G., 2022. Development of geosynthetic pavement interlayer improvements (Technical Report No. RP 2019-19). Raleigh, NC, USA: North Carolina State University.
   Google Scholar
• Kumar, V. V., 2018. Behavior of geosynthetic-interlayered asphalt overlays. Ph.D Dissertation. Indian Institute of Technology, Hyderabad, India.
   Google Scholar
• Kumar, V. V., and Saride, S., 2017. Use of digital image correlation for the evaluation of flexural fatigue behavior of asphalt beams with geosynthetic interlayers. Transportation Research Record: Journal of the Transportation Research Board, 2631, 55–64. doi:10.3141/2631-06.
   Google Scholar
• Kumar, V.V., and Saride, S., 2018. Evaluation of cracking resistance potential of geosynthetic reinforced asphalt overlays using direct tensile strength test. Construction and Building Materials, 162, 37–47. doi:10.1016/j.conbuildmat.2017.11.158.
   Web of Science ®Google Scholar
• Lee, K., 2020. Improvement in dynamic modulus and cyclic fatigue testing of asphalt mixture. Ph. D Dissertation. North Carolina State University, Raleigh, NC, USA.
   Google Scholar
• Lv, X., et al., 2021. Experimental study on the relationship between compression stability and deformation localization of viscous/brittle rock-like materials. Advances in Materials Science and Engineering, 2021, 1–11. doi:10.1155/2021/7153661.
   Web of Science ®Google Scholar
• Moghadas Nejad, F., et al., 2015. Effect of using geosynthetics on reflective crack prevention. International Journal of Pavement Engineering, 16, 477–487. doi:10.1080/10298436.2014.943128.
   Web of Science ®Google Scholar
• Pei, Z., et al., 2021. Effects of fiber diameter on crack resistance of asphalt mixtures reinforced by basalt fibers based on digital image correlation technology. Materials, 14, 7426. doi:10.3390/ma14237426.
   PubMed Web of Science ®Google Scholar
• Safavizadeh, S.A., 2015. Fatigue and fracture characterization of GlasGrid® reinforced asphalt concrete pavement. Ph.D Dissertation. North Carolina State University, Raleigh, NC, USA.
   Google Scholar
• Safavizadeh, S.A., Cho, S.-H., and Kim, Y.R., 2022. Interface shear strength and shear fatigue resistance of fibreglass grid-reinforced asphalt concrete test specimens. International Journal of Pavement Engineering, 23, 2531–2542. doi:10.1080/10298436.2020.1861447.
   Web of Science ®Google Scholar
• Safavizadeh, S.A., and Kim, Y.R., 2017a. Fatigue and fracture characterization of fiberglass grid-reinforced beam specimens using four-point bending notched beam fatigue test and digital image correlation technique. Materials and Structures, 50, 110. doi:10.1617/s11527-016-0980-8.
   Web of Science ®Google Scholar
• Safavizadeh, S.A., and Kim, Y.R., 2017b. Dic technique to investigate crack propagation in grid-reinforced asphalt specimens. Journal of Materials in Civil Engineering, 29, 04017011. doi:10.1061/(ASCE)MT.1943-5533.0001839.
   Web of Science ®Google Scholar
• Safavizadeh, S.A., Wargo, A., and Kim, Y.R., 2017. Utilizing digital image correlation (DIC) in asphalt pavement testing. Journal of Testing and Evaluation, 46, 984–998.
   Web of Science ®Google Scholar
• Schreier, H., Orteu, J.-J., and Sutton, M.A., 2009. Image correlation for shape, motion and deformation measurements. Boston, MA, USA: Springer US.
   Google Scholar
• Seo, Y., et al., 2002. Application of digital image correlation method to mechanical testing of asphalt-aggregate mixtures. Transportation Research Record: Journal of the Transportation Research Board, 1789, 162–172. doi:10.3141/1789-18.
   Google Scholar
• Sudarsanan, N., 2018. Investigations on the control of reflective cracking in flexible pavements using geosynthetics. Ph.D Dissertation. Indian Institute of Technology Madras & Swinburne Univeristy of Technology, Chennai, India.
   Google Scholar
• Sudarsanan, N., et al., 2019. Digital image correlation technique for measurement of surface strains in reinforced asphalt concrete beams under fatigue loading. Journal of Materials in Civil Engineering, 31, 04019135. doi:10.1061/(ASCE)MT.1943-5533.0002743.
   Web of Science ®Google Scholar
• Sudarsanan, N., Karpurapu, R., and Amrithalingam, V., 2015. State-of-the art summary of geosynthetic interlayer systems for retarding the reflective cracking. Indian Geotechnical Journal, 45, 472–487. doi:10.1007/s40098-015-0161-7.
   Google Scholar
• Wargo, A.D., 2015. Laboratory and field investigation of reflective crack mitigation in layered asphalt concrete pavements. Ph.D Dissertation. North Carolina State University, Raleigh, NC, USA.
   Google Scholar
• Xu, H., et al., 2020. Experimental study on structural mechanics of asphalt pavement by digital speckle correlation methods. Mathematical Problems in Engineering, 2020, 1–10. doi:10.1155/2020/8857369.
   Web of Science ®Google Scholar
• Yang, D., Karimi, H.R., and Aliha, M.R.M., 2021. Comparison of testing method effects on cracking resistance of asphalt concrete mixtures. Applied Sciences, 11, 5094. doi:10.3390/app11115094.
   Google Scholar
• Yuan, F., et al., 2020. Full-field measurement and fracture and fatigue characterizations of asphalt concrete based on the SCB test and stereo-DIC. Engineering Fracture Mechanics, 235, 107127. doi:10.1016/j.engfracmech.2020.107127.
   Web of Science ®Google Scholar
• Zamora-Barraza, D., et al., 2011. Evaluation of anti-reflective cracking systems using geosynthetics in the interlayer zone. Geotextiles and Geomembranes, 29, 130–136. doi:10.1016/j.geotexmem.2010.10.005.
   Web of Science ®Google Scholar
• Zhu, X., et al., 2020. Crack propagation and microwave healing of Ferrite-filled asphalt mixes based on image correlation observations. Construction and Building Materials, 262, 119978. doi:10.1016/j.conbuildmat.2020.119978.
   Web of Science ®Google Scholar