吉林大学学报(工学版) ›› 2016, Vol. 46 ›› Issue (1): 126-132.doi: 10.13229/j.cnki.jdxbgxb201601019

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Analysis of asphalt pavement performance under freeze-thaw cycles using reliability method

SI Wei1, MA Biao1, REN Jun-ping1, WANG Hai-nian1, GE-Sang Ze-ren2   

  1. 1.Key Laboratory of Special Area Highway Engineering of Ministry of Education, Chang'an University, Xi'an 710064, China;
    2.Institute of Traffic Science,Traffic Bureau of Tibet,Lhasa 850000,China
  • Received:2013-09-25 Online:2016-01-30 Published:2016-01-30

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Abstract: The reliability of the pavement structure under Freeze-Thaw (F-T) cycles is studied based on simulation test, in which various uncertainties of influence factors are taken into account. The impact of F-T cycles in Qinghai-Tibet cold region is simulated by F-T cycle test, and the reliability function of the asphalt pavement structure is built. Monte Carlo simulation method is employed to solve the reliability function. Analytical results show that the resilient modulus of asphalt concrete mixture declines under F-T cycles, the mixture performance decreases sharply in the initial F-T cycles and turns to gentle after 8 to 10 F-T cycles. The F-T cycle has significant impact on the reliability of the pavement structure, which decreases as F-T cycles increase. The reliability of the pavement structure also decreases as the coefficient of variance increases. An analysis method of the reliability of pavement structure under F-T cycles is proposed, which is useful to reflect the actual impact of F-T cycles on pavement performance in cold region.

Key words: road engineering, freeze thaw cycles, reliability analysis, Monte Carlo simulation, asphalt mixture

CLC Number: 

  • U416
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