Proceedings Of Second International Conference On Road And Airfield Pavement Technology, Volume 1
test results demonstrate that as the increase of the percentage of US61 binder in mixtures, the rutting resistance increased, whereas the fatigue resistance decreased. Both the rutting factor of G*/sin at high temperature and the fatigue parameter of G* sin at intermediate temperature of superpave binder were found to correlate fairly well with the results of mixture performance tests
This paper presents an application of the continous intrusion miniature cone penetration testing in evaluating the resilient modulus of cohesive soils. Four cohesive soils were selected for the field and laboratory testing program. The field tests were performed on these soils using the continous intrusion miniature cone penetration test system. The laboratory testing program included repeated …