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Characterization analysis of freezing-thawing fatigue failure of asphalt mixture under freeze-thaw action in real environment in Qinghai-Tibet Plateau cold regions(PDF)

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2023年3期
Page:
11-21
Research Field:
道路工程
Publishing date:

Info

Title:
Characterization analysis of freezing-thawing fatigue failure of asphalt mixture under freeze-thaw action in real environment in Qinghai-Tibet Plateau cold regions
Author(s):
SI Wei12 ZHANG Bo-wen1 YANG Ruo-cong1 LI Zheng-xiong3 QIAO Ci-ren3 MA Biao1
(1. Key Laboratory of Special Area Highway Engineering of Ministry of Education, Chang'an University,Xi'an 710064, Shaanxi, China; 2. Postdoctoral Research Station, Tibet Tianlu Co., Ltd,Lhasa 850000, Tibet, China; 3. Tibet Tianlu Co., Ltd, Lhasa 850000, Tibet, China)
Keywords:
road engineering Qinghai-Tibet Plateau cold region asphalt mixture freeze-thaw fatigue real environment
PACS:
U416.217
DOI:
10.19721/j.cnki.1671-8879.2023.03.002
Abstract:
In order to quantitatively characterize the impact of freeze-thaw action on fatigue properties of asphalt mixture in real environment, a quantitative method of freeze-thaw strength was proposed, based on the statistical analysis of freeze-thaw action over the years in six typical regions in Qinghai-Tibet Plateau cold region and the concept of accumulated temperature. Combined with the laboratory freeze-thaw cycle test, Logistic model was used to regression the loss rate of asphalt mixture's compressive properties with freeze-thaw action. The concept of freezing-thawing fatigue failure of asphalt mixture was proposed, and the freeze-thaw fatigue failure life of asphalt mixture was quantified under freeze-thaw action in real environment in Qinghai-Tibet Plateau cold region. The results show that there are more than 140 freeze-thaw events and more than 80 strong freeze-thaw events in the Qinghai-Tibet Plateau cold region every year. The integrated area of freeze-thaw temperature curve can be used to quantify the real environmental freeze-thaw intensity. The loss rate model and Logistic model can be used to evaluate the decay trend and the change trend of loss rate of asphalt mixture compressive performance respectively. The freeze-thaw fatigue failure times under different freeze-thaw intensities can be converted into freeze-thaw fatigue failure times under different freeze-thaw intensities in real environment, by using freeze-thaw fatigue failure times under different freeze-thaw intensities in six typical regions in Qinghai-Tibet Plateau cold region. It is concluded that the freeze-thaw fatigue failure damage will occur to asphalt pavement in natural freeze-thaw environment for less than 5 years(only considering strong freeze-thaw).12 tabs, 8 figs, 25 refs.

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Last Update: 2023-06-30