[4] YAN K Z, LI G K, YOU L Y, et al. Performance assessments of open-graded cement stabilized macadam containing recycled aggregate[J]. Construction and Building Materials, 2020, 233: 117326.
[5] MISTRI A, BHATTACHARYYA S K, DHAMI N, et al. Petrographic investigation on recycled coarse aggregate and identification the reason behind the inferior performance[J]. Construction and Building Materials, 2019, 221: 399-408.
[6] XUE X, GAO J F, HU K. Performance evaluation of cement stabilized mixture with recycled aggregate from construction and demolition waste[J]. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2022, 46(4): 3093-3106.
[7] LI L, ZHAN B J, LU J X, et al. Systematic evaluation of the effect of replacing river sand by different particle size ranges of fine recycled concrete aggregates (FRCA) in cement mortars[J]. Construction and Building Materials, 2019, 209: 147-155.
[11] SUN X Y, WU S Y, YANG J, et al. Mechanical properties and crack resistance of crumb rubber modified cement-stabilized macadam[J]. Construction and Building Materials, 2020, 259: 119708.
[12] ZHANG R, WANG H X, JI J, et al. Influences of different modification methods on surface activation of waste tire rubber powder applied in cement-based materials[J]. Construction and Building Materials, 2022, 314: 125191.
[13] American Association of State Highway and Transportation Officials. Standard method of test for determining the fracture potential of asphalt mixtures using the illinois flexibility index test (I-FIT): AASHTO TP 124[S]. Washington: AASHTO, 2020.
[15] ONUAGULUCHI O. Effects of surface pre-coating and silica fume on crumb rubber-cement matrix interface and cement mortar properties[J]. Journal of Cleaner Production, 2015, 104: 339-345.