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ABSTRACT:The potential of variable tire pressure technology to 1ninimize distress on flexible pavements with thin asphalt surfacing layers and peat soil subgrade was evaluated using in-situ stress-strain data. Pavement interfacial strains and corresponding subgrade stresses imposed by a three-axle truck were measured and used to estimate the fatigue life of the surfacing layer. Three levels of tn1ck wheel loads in combination with four tire inflation pressures (350 , 490 , 630 , and 770 kPa) were used to evaluate the potential distress by the single steering wheel and rear dual wheels in tandem. Results suggest that lateral strain clue to the single steering wheel is the 1nost critical to fatigue failure , which is influenced by the viscoelastic nature of asphalt, and therefore tn1ck sp eed and axle configuration are important. Lower tire pressures increased the fatigu e life of the surfacing layer with respect to the rear dual wheels and the steering wheel by up to 200 and 3003, respectively. Haulage tn1cks with systems for managing variable tire pressure such as the central tire inflation systems 1nay therefore enhance the serviceability of pave1nents overlying peat or other soft soil foundations .

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