Characteristics of Asphalt Pavement Damage in Degrading Permafrost Regions: Case Study of the Qinghai–Tibet Highway, China

Author:

Chai Mingtang1,Mu Yanhu2,Zhang Jianming3,Ma Wei3,Liu Ge4,Chen Jianbing5

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China; Ph.D. Candidate, Univ. of Chinese Academy of Sciences, Beijing 100049, China.

2. Associate Professor, State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China (corresponding author).

3. Professor, State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China.

4. Engineer, China Communication Construction Company, Highway Consultants Co. Ltd., Keji Rd. 63, Xi’an 710075, China.

5. Senior Engineer, China Communication Construction Company, Highway Consultants Co. Ltd., Keji Rd. 63, Xi’an 710075, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Reference46 articles.

1. Berg R. L. and Quinn W. F. (1977). “Use of a light-colored surface to reduce seasonal thaw penetration beneath embankments on permafrost.” 2nd Int. Symp. on Cold Regions Engineering Univ. of Alaska Fairbanks AL 86–99.

2. Yin–Yang Slope problem along Qinghai–Tibetan Lines and its radiation mechanism

3. Formation and mechanism of high subgrade diseases of Qinghai-Tibet highway;Chen J. B.;J. Chang’An. Univ.,2008

4. Application of the roadbed cooling approach in Qinghai–Tibet railway engineering

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