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- W70675072 abstract "Fatigue cracking is one of the major distresses found in many asphalt pavements. Thepremature cracking of the pavements results in the increased annual cost of resurfacing,maintenance and rehabilitation. Generally, any asphalt mix is tested in the laboratoryand predictions are made using the performance curves and local conditions. However,in Malaysia there are not any pavement prediction models developed yet that can be usedto predict the asphalt mix's fatigue life performance under the local environmentalconditions. This paper looks into the fatigue characteristics of SMA by using localmaterials and environmental conditions. For the purpose of evaluation SMA14 ( SMAwith 14mm aggegate as nominal) with 5 different gradations within the JKR's ACW14gradation envelope were used. The repeated load indirect tensile tests at three differenttemperatures (30°C, 40°C, 50°C) and five different dynamic loadings (500N, 750N,1000N, 1250N, 1500N) were carried out under stress controlled mode using the MATTAMachine. The fatigue performance test results plotted on a logarithmic scale of fatiguestrain and load repetitions showed a good agreement with the historic trend of thefatigue data. The logarithmic relationship between fatigue loading and strain wasevaluated and found to be linear at certain reliability regardless of the testing conditionand mix parameter. This indicates that the fatigue model for SMA is a function of asphaltvolume, resilient modulus and the fatigue strain values." @default.
- W70675072 created "2016-06-24" @default.
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- W70675072 date "2001-01-01" @default.
- W70675072 modified "2023-09-23" @default.
- W70675072 title "Fatigue Modelling for Stone Mastic Asphalt (SMA)" @default.
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