王绍令，米海珍青藏公路铺筑沥青路面后路基下多 年冻土的变化［J］.冰川冻土，1993, 15 (4): 566一573. WANG Shao-ling, MI Hai-then. The Change of Permafrost under Roadbed with Asphalt Pavement along the Qinghai-Tibet Highway［J］.Journal of Glaciology and G eoc;ryology, 1993，15 (4):566一573.
[2]
王绍令，赵林，李述训，等.青藏公路多年冻土段沥 青路面热量平衡及路基稳定性研究［J］.冰川冻土， 2001，23(2):111一118. WANG Shao-ling, ZHAO Lin, LI Shu-xun, et al. Study Stability in Permafrost Regions of the Qinghai-Tibetan Highway［J］.Journal of Glaciology and Geocryology, 2001，23(2):111一118.
[3]
BARBER E S. Calculation of Maximum Pavement Temperature from Weather Reports［R］.Washington , D. C.: Highway Research Board, 1957:1一8.
[4]
CHRISTISON J T, ANDERSON K O.The Response of Asphalt Pavement to Low Temperature Climatic Environment［C］//Proceeding of the 3rd International Conference on the Structure Design of Asphalt Pavement. London:University of Michigan, 1972:41一52.
[5]
HERMANSSON A. A Simulation Model for Calculating Pavement Temperature, Including the Maximum Temperature［J］.Transportation Research Record, 2000，1699:134一141.
[6]
秦健，孙立军.沥青路面温度场的分布规律［J］.公 路交通科技，2006, 23 (8):18一21. QIN Jian, SUN Li-jun. Study on Asphalt Pavement Temperature Field Distribution Pattern［J］.Journal of Highway and Transportation Research and Development, 2006，23(8):18一21.
[7]
马骉，胡浩，汪海年.考虑温度非均匀性的沥青路面 温度应力分析［J］.长安大学学报:自然科学版， 2011，31(1):1一5. MA Biao, HU Hao, WANG Hai-nian. Analysis of Thermal Stress on Asphalt Pavement Considering Temperature Heterogeneity［J］.Journal of Chang'an University: Natural Soience Edition, 2011，31(1):1一5.
[8]
陈团结，汪双杰，朱洪洲.硅藻土沥青混合料阻热性 能及其对冻土地基的影响［J］.公路交通科技，2011, 28 (2):26一30. CHEN Tuan-jie, WANG Shuang-jie, ZHU Hong-zhou Heat Insulation Property of Diatomite Modified Asphalt Mixture and Its Influence on Permafrost Subgrade［J］. Journal of Highway and Transportation Research and Development, 2011，28 (2):26一30.
[9]
汪双杰，吴青柏，刘永智.沥青路面下冻土热稳定性 和热融敏感性的变化［J］.公路交通科技，2003, 20 (4):20一22. WANG Shuang-jie, WU Qing-bai，LIU Yong-zhi. Change of Thermal Stability and Thermal Thawing Sensitivity of Frozen Soil under Asphalt Pavement［J］.Journal of Highway and Transportation Research and Development, 2003，20 (4):20一22.
[10]
姬杨蓓蓓，马骉，王秉纲.冻土地区路基融沉变形对 沥青路面结构的影响［J］.中国公路学报，2006, 19 (5):1一5. JIYANG Bei-bei，MA Biao, WANG Bing-gang. Influence of Subgrade Settlement Deformation in Frozen Soil Zone on Asphalt Pavement Structure［J］.China Journal of Highway and Transport, 2006，19 (5):1一5.
[11]
汪双杰多年冻土地区公路修筑技术［M］.北京:人 民交通出版社，2008. WANG Shuang-jie. Road Construction Technology in Permafrost Regions［M］ . Beijing: China Communications Press，2008.
[12]
孔祥谦.有限单元法在传热学中的应用［M］.北京: 科学出版社，1998. KONG Xiang-qian. Application of Finite Element Method in Heat Transfer［M］.Beijing: Soience Press，1998.
[13]
司伟.多年冻土地区沥青路面结构适应性与耐久性研 究［D］.西安:长安大学，2011. SI Wei. Research on Adaptability and Durability of Asphalt Pavement Structure in Permafrost Areas［D］. Xi'an:Chang'an University, 2011.
[14]
周幼吾，郭东信，邱国庆.中国冻土［M］.北京:科 学出版社，2000. ZHOU You-wu, GUO Dong-xin, QIU Guo-qing Geocryology in China ［M］.Beijing: Soience Press， 2000.
[15]
汪海年，窦明健.青藏高原多年冻土区路基温度场数 值模拟［J］.长安大学学报:自然科学版，2006, 23 (4):11一15. WANG Hai-nian, DOU Ming-jian. Numerical Simulation of Thermal Field in Permafrost Embankments of Qinghai- Tibet Highway［J］.Journal of Chang'an University: Natural Science Edition, 2006，23 ( 4):11一15.
