Influence of low-temperature physical hardening on stiffness and tensile strength of asphalt concrete and stone mastic asphalt
This paper presents laboratory testing of stiffness modulus and indirect tensile strength of three asphalt concrete (AC) and three stone mastic asphalt (SMA) mixes after isothermal storage at temperature of -20oC, at different time intervals up to 16 days. The tests under repeated dynamic loading showed physical hardening of all tested mixes which was manifested by an evident increase of their stiffness moduli after isothermal...
Analysis of effect of overloaded vehicles on fatigue life of flexible pavements based on weigh in motion (WIM) data
Overloaded vehicles have a significant impact on pavement fatigue life and distress. As the studies show, the phenomena intensify when the control of traffic is poor. The paper presents the results of the research including analysis of weigh in motion data from eight stations and analysis of asphalt pavement fatigue caused by mixed traffic. Distributions of vehicles axles load including the multiple axles effects are presented....
Comparison of low-temperature cracks intensity on pavements with high modulus asphalt concrete and conventional asphalt concrete bases
High modulus asphalt concrete (HMAC) base courses provide very good resistance to rutting and fatigue but they can increase the risk of low-temperature cracking as compared with conventional asphalt concrete (AC). The article presents the comparison of these two road materials in terms of low-temperature cracking. The statistical method based on the ordered logistic regression model was used. The analysis was based on results of...
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Nadanie tytułu naukowegoprof. dr hab. inż. Budownictwo (Dziedzina nauk technicznych)
Nadanie stopnia naukowegodr hab. inż. Budownictwo (Dziedzina nauk technicznych)
Nadanie stopnia naukowegodr inż. Budownictwo (Dziedzina nauk technicznych)
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