2018
DOI: 10.1016/j.conbuildmat.2018.02.182
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Correlating laboratory and full-scale reflective cracking tests for airfield pavements

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Cited by 10 publications
(6 citation statements)
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“…Sustainability 2023, 15, x FOR PEER REVIEW 3 of 17 cracks [9,32]. The OT test is similar to the fatigue test and characterizes the crack resistance degradation of the specimen under fixed deformation [9,33]. To sum up, existing studies have investigated the effect of AR-SAMI on traditional road performance but less on crack resistance.…”
Section: Methodsmentioning
confidence: 99%
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“…Sustainability 2023, 15, x FOR PEER REVIEW 3 of 17 cracks [9,32]. The OT test is similar to the fatigue test and characterizes the crack resistance degradation of the specimen under fixed deformation [9,33]. To sum up, existing studies have investigated the effect of AR-SAMI on traditional road performance but less on crack resistance.…”
Section: Methodsmentioning
confidence: 99%
“…The SCB tests with pre-cut cracks focus on characterizing the resistance to crack expansion in the presence of cracks [9,32]. The OT test is similar to the fatigue test and characterizes the crack resistance degradation of the specimen under fixed deformation [9,33].…”
Section: Introductionmentioning
confidence: 99%
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“…Several laboratory tests also consider traffic load. These tests fall into two categories: (1) tests that apply repeated wheel loads over the pavement surface, such as the reflective cracking test (11), and (2) tests that apply vertical loads to simulate vehicular load, such as the bending test conducted at the University of Technology of Cracow in 1993 (12), and that have adopted either static load or dynamic load, including central load and partial load (13,14). However, these test methods that consider only monotonic load are not sufficiently comprehensive to simulate field conditions.…”
mentioning
confidence: 99%
“…Reflective cracking, which is a common failure pattern in airfield composite pavements, is generally found in hot-mix asphalt (HMA) overlays. Traffic load and thermal load originating from temperature variations ( 1 3 ) contribute to this type of distress. Traffic load induces both bending and shear stress at the bottom of HMA overlays, and thermal load induces cracks adjacent to joints, especially during the winter.…”
mentioning
confidence: 99%