2020
DOI: 10.1016/j.conbuildmat.2020.120121
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Review and evaluation of intermediate temperature monotonic cracking performance assessment testing standards and indicators for asphalt mixes

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Cited by 17 publications
(8 citation statements)
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“…Both indicators have an excellent linear relationship with the variation binder content (i.e., coefficient of determination (R 2 ) of 0.97). These findings agree with the reported results in the literature [43,56]. Such relationships indicated that the CT Index is increased by 59.2 (i.e., CT Index = 5923.69 [Pb%] − 233.68), and the HI-IDT Strength is decreased by −47.7 KPa (i.e., HI-IDT Strength = −4776.36 [Pb%] + 352.38) for each 1% increment in binder content.…”
Section: Designing Balanced Asphalt Mixture (Bmd)supporting
confidence: 94%
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“…Both indicators have an excellent linear relationship with the variation binder content (i.e., coefficient of determination (R 2 ) of 0.97). These findings agree with the reported results in the literature [43,56]. Such relationships indicated that the CT Index is increased by 59.2 (i.e., CT Index = 5923.69 [Pb%] − 233.68), and the HI-IDT Strength is decreased by −47.7 KPa (i.e., HI-IDT Strength = −4776.36 [Pb%] + 352.38) for each 1% increment in binder content.…”
Section: Designing Balanced Asphalt Mixture (Bmd)supporting
confidence: 94%
“…Several performance assessment tests were proposed and evaluated to assess asphalt mixtures' cracking and rutting resistance [31][32][33][34][35][36][37][38][39][40][41][42][43][44][45][46][47][48]. In this study, the authors selected two of the most promising monotonic cracking and rutting assessment tests: the Indirect Tensile Asphalt Cracking Test (IDEAL) and the High-temperature Indirect Tensile (High-IDT) Rutting Assessment Test, respectively.…”
Section: Performance Assessment Testsmentioning
confidence: 99%
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“…The FI can be used as an experimental correlation to correlate brittleness and crack growth rate in the equation 60 . The correlation between FI and FPZ as well as FPZ and crack growth rate in previous studies has been concluded 56 . To obtain FI, Formula 7 is proposed 64,65 : italicFI=A×GFm In which, G F is reported the fracture energy (J/m 2 ), m is reported as slope at the inflection point in Figure 7B (kN/mm), and A is the scaling factor that equaled to 0.01 in this study.…”
Section: Methodsmentioning
confidence: 77%
“…The fracture energy method was also used to evaluate the fracture behavior of different base and modified samples at +25°C. It should be noted that the flexibility index (FI), cracking resistance index (CRI), and toughness index (TI) were also calculated for all sample 55,56 …”
Section: Methodsmentioning
confidence: 99%