Investigation of non-standard unbound granular materials under cyclic loads: experimental and regression analyses

References

• Alnedawi, A., Nepal, K. P., and Al-Ameri, R, 2018a. Mechanistic behavior of open and dense graded unbound granular materials under traffic loads. International Journal of GEOMATE, 14, 124–129.
   Web of Science ®Google Scholar
• Alnedawi, A., Nepal, K. P., and Al-Ameri, R, 2018b. Permanent deformation prediction model of unbound granular materials for flexible pavement design. Transportation Infrastructure Geotechnology, 6, 39–55.
   Google Scholar
• Alnedawi, A., Al-Ameri, R., and Nepal, K. P, 2019a. Neural network-based model for prediction of permanent deformation of unbound granular materials. Journal of Rock Mechanics and Geotechnical Engineering, 11 (6), 1231–1242.
   Web of Science ®Google Scholar
• Alnedawi, A., Nepal, K. P., and Al-Ameri, R, 2019b. The effect of cyclic load characteristics on unbound granular materials. Transportation Infrastructure Geotechnology, 6, 70–88.
   Google Scholar
• Alnedawi, A., Nepal, K. P., and Al-Ameri, R, 2019c. Effect of loading frequencies on permanent deformation of unbound granular materials. International Journal of Pavement Engineering, 1–9. https://doi.org/https://doi.org/10.1080/10298436.2019.1656807
   Google Scholar
• Alnedawi, A., Nepal, K. P., and Al-Ameri, R, 2019d. New shakedown criterion and permanent deformation properties of unbound granular materials. Journal of Modern Transportation, 27, 108–119.
   Web of Science ®Google Scholar
• Alnedawi, A., et al., 2019e. Effect of vertical stress rest period on deformation behaviour of unbound granular materials: experimental and numerical investigations. Journal of Rock Mechanics and Geotechnical Engineering, 11, 172–180.
   Web of Science ®Google Scholar
• Alnedawi, A. and Rahman, M. A, 2021. Recycled concrete aggregate as alternative pavement materials: experimental and parametric study. Journal of Transportation Engineering, Part B: Pavements, 147 (1), 1–11.
   Google Scholar
• Arm, M., 2003. Mechanical properties of residues as unbound road materials-experimental tests on MSWI bottom ash, crushed concrete and blast furnace slag. Diss.
   Google Scholar
• AS1289.1.1. 2001. Methods of testing soils for engineering purposes – Sampling and preparation of soils – preparation of disturbed soil samples for testing. Sydney: Australian Standards.
   Google Scholar
• AS1289.1.2.1. 2013. Methods of testing soils for engineering purposes – sampling and preparation of soils – disturbed samples – standard method. Sydney: Australian Standards.
   Google Scholar
• AS1289.3.6.1. 2009. Particle size distribution-Sieving method. Sydney: Australian Standards.
   Google Scholar
• AS1289.5.2.1. 2003. Soil compaction and density tests-determination of the dry density/moisture content relation of a soil using modified compactive effort. Sydney: Australian Standards.
   Google Scholar
• BITRE. 2017. Growth in the Australian road system. Canberra: Bureau of Infrastructure, Transport and Regional Economics.
   Google Scholar
• Bullen, F, 2003. Design and construction of low-cost, low-volume roads in Australia. Transportation Research Record: Journal of the Transportation Research Board, 1819, 173–179.
   Google Scholar
• Caicedo, B., et al., 2009. Resilient behaviour of non standard unbound granular materials. Road Materials and Pavement Design, 10, 287–312.
   Web of Science ®Google Scholar
• Cen, E. C. F. S., 2004. Unbound and hydraulically bound mixtures – part 7: cyclic load triaxial test for unbound mixtures. Brussels: European Committee for Standardization.
   Google Scholar
• Choi, S.-J., et al., 2020. Compressive strength, chloride ion penetrability, and carbonation characteristic of concrete with mixed slag aggregate. Materials, 13, 1–10.
   Web of Science ®Google Scholar
• Dawson, A. and Wellner, F, 1999. Plastic behavior of granular materials. Final Report ARC Project, 933. Reference PRG99014, University of Nottingham.
   Google Scholar
• Debnath, B. and Sarkar, P. P, 2020. Characterization of pervious concrete using over burnt brick as coarse aggregate. Construction and Building Materials, 242, 1–13.
   Web of Science ®Google Scholar
• Fang, H.-Y., Liu, F.-L., and Yang, J.-H, 2020. High-quality coarse aggregate recycling from waste concrete by impact crushing. Journal of Material Cycles and Waste Management, 22, 887–896.
   Web of Science ®Google Scholar
• Ghorbani, B., et al., 2020. Experimental and ANN analysis of temperature effects on the permanent deformation properties of demolition wastes. Transportation Geotechnics, 24, 100365 (1–10).
   Web of Science ®Google Scholar
• Ghorbani, B., et al., 2021. Shakedown analysis of PET blends with demolition waste as pavement base/subbase materials using experimental and neural network methods. Transportation Geotechnics, 27, 100481 (1–9).
   Web of Science ®Google Scholar
• Hou, W., et al., 2019. Engineering characteristics and stabilization performance of aggregate quarry by-products from different sources and crushing stages. Frontiers in Built Environment, 5, 1–13.
   Google Scholar
• Jawecki, B., et al., 2019. Reducing the environmental and landscape impacts of quarries using windbreaks and green-isolation zones. Infrastructure and Environment, 184–192. Springer.
   Google Scholar
• Kazmee, H., Mishra, D., and Tutumluer, E., 2015. Sustainable alternatives in low volume road base course applications evaluated through accelerated pavement testing. Conference paper IFCEE 2015, 408–418.
   Google Scholar
• Koohmishi, M, 2019. Evaluation of the effect of water saturation on the strength of individual railway ballast aggregate. Transportation Geotechnics, 18, 163–172.
   Web of Science ®Google Scholar
• Li, N., et al., 2020. A prediction model of permanent strain of unbound gravel materials based on performance of single-size gravels under repeated loads. Construction and Building Materials, 246, 118492 (1–15).
   Web of Science ®Google Scholar
• Mousa, E., et al., 2017. Laboratory characterization of reclaimed asphalt pavement for road construction in Egypt. Canadian Journal of Civil Engineering, 44, 417–425.
   Web of Science ®Google Scholar
• Neukirchen, F. and Ries, G, 2020. Industrial minerals and rocks. The World of Mineral Deposits. Cham: Springer.
   Google Scholar
• Paige-Green, P., and Hongve, J., 2003. Alternatives to conventional gravel wearing courses on low volume roads. In: 10th regional seminar for labour-based practitioners, Arusha, Tanzania.
   Google Scholar
• Pidwerbesky, B. D, 1996. Fundamental behaviour of unbound granular pavements subjected to various loading conditions and accelerated trafficking. PhD, University of Canterbury.
   Google Scholar
• Saberian, M., et al., 2020. Experimental and analytical study of dynamic properties of UGM materials containing waste rubber. Soil Dynamics and Earthquake Engineering, 130, 105978 (1–12).
   Web of Science ®Google Scholar
• Satvati, S., et al. Binding capacity of quarry fines for granular aggregates. Geo-Congress 2020: Geotechnical Earthquake Engineering and Special Topics, 2020. American Society of Civil Engineers Reston, VA, 457-466.
   Google Scholar
• Siripun, K., Jitsangiam, P., and Nikraz, H, 2011. Stress distribution of unbound granular base course. Conference paper, Geo-Frontiers Congress 2011, 4792–4801. American Society of Civil Engineers.
   Google Scholar
• Tanyu, B. F., Yavuz, A. B., and Ullah, S, 2017. A parametric study to improve suitability of micro-deval test to assess unbound base course aggregates. Construction and Building Materials, 147, 328–338.
   Web of Science ®Google Scholar
• Tutumluer, E., Qamhia, I. I., and Ozer, H, 2019. Field performance evaluations of sustainable aggregate By-product applications. Geotechnics for Transportation Infrastructure, conference paper, 3–23.
   Google Scholar
• Ullah, S., and Tanyu, B. F. Effect of variation in moisture content on the mechanical properties of base course constructed with RAP-VA blends. Geo-Congress 2020: Geotechnical Earthquake Engineering and Special Topics, 2020. American Society of Civil Engineers Reston, VA, 612-620.
   Google Scholar
• Ullah, S., and Tanyu, B. F, 2019. Methodology to develop design guidelines to construct unbound base course with reclaimed asphalt pavement (RAP). Construction and Building Materials, 223, 463–476. doi:https://doi.org/10.1016/j.conbuildmat.2019.06.196
   Web of Science ®Google Scholar
• Ullah, S., Tanyu, B. F., and Hoppe, E. J, 2018. Optimizing the gradation of fine processed reclaimed asphalt pavement and aggregate blends for unbound base courses. Transportation Research Record: Journal of the Transportation Research Board, 2672, 57–66. doi:https://doi.org/10.1177/0361198118758683
   Web of Science ®Google Scholar
• Uzan, J, 2004. Permanent deformation in flexible pavements. Journal of Transportation Engineering, 130, 6–13. doi:https://doi.org/10.1061/(ASCE)0733-947X(2004)130:1(6)
   Web of Science ®Google Scholar
• VICROADS. 2011. Section 812 – crushed rock for pavement base and subbase. Australia: Roads Corporation of Victoria (VicRoads).
   Google Scholar
• Zhang, J., et al., 2020. Recycled aggregates from construction and demolition wastes as alternative filling materials for highway subgrades in China. Journal of Cleaner Production, 255, 120223. doi:https://doi.org/10.1016/j.jclepro.2020.120223
   Web of Science ®Google Scholar
• Zhang, Y., Korkiala-Tanttu, L. K., and Borén, M, 2019. Assessment for sustainable use of quarry fines as pavement construction materials: part II-stabilization and characterization of quarry fine materials. Materials, 12, 2450. doi:https://doi.org/10.3390/ma12152450
   PubMed Web of Science ®Google Scholar