[1] Sheng Y,Zhang J M,Liu Y Z,et al.Thermal regime in the embankment of Qinghai Tibet highway in permafrost regions[J].Cold Regions Science and Technology,2002(35):35- 44.
[2]马 巍,余邵水,吴青柏,等.青藏高原多年冻土区冷却路基技术现场实效监测研究[J].岩石力学与工程学报,2006,25(3):563-571.
MA Wei,YU Shao-shui,WU Qing-bai,et al.Study on in-situ monitoring technology of cooling roadbed in permafrost regions of Qinghai-Tibet plateau[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(3):563-571.(in Chinese)
[3]文 斌,吴青柏,刘永智,等.青藏公路沥青路面下土体温度的小波分析[J].冰川冻土,2011,33(4):884-890.
WEN Bin,WU Qing-bai,LIU Yong-zhi,et al.Wavelet analysis of ground temperatures under asphalt pavement of Qinghai-Tibet highway[J].Journal of Glaciology and Geocryology,2011,33(4):884-890.(in Chinese)
[4]王绍令,赵 林,李述训,等.青藏公路多年冻土区沥青路面热量平衡及路基稳定性研究[J].冰川冻土,2001,23(2):111-117.
WANG Shao-ling,ZHAO Lin,LI Shu-xun,et al.Study on thermal balance of asphalt pavement and roadbed stability in permafrost regions of the Qinghai-Tibetan highway[J].Journal of Glaciolgy and Geocryology,2001,23(2):111-117.(in Chinese)
[5]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,2006,26(4):11-15.
WANG Hai-nian,DOU Ming-jian.Numerical simulation of thermal field in permafrost embankments of Qindhai-Tibet highway[J].Journal of Chang'an University:Natural Science Edition,2006,26(4):11-15.(in Chinese)
[6]姬杨蓓蓓,马 骉.多年冻土地区路面设计与施工技术研究分报告之六:多年冻土地区沥青路面结构设计方法研究[R].西安:长安大学,2002.
JIYANG Bei-bei,Ma Biao.The research report of sixth part about pavement structure design and construction techniques in permafrost regions:study of asphalt pavement structure design in permafrost regions[R].Xian:Chang'an University,2002.(in Chinese)
[7]马 骉,王秉纲.冻土地区路面基层结构与材料[M].北京:人民交通出版社,2007.
MA Biao,WANG Bing-gang.Pavements base structures and materials in frozen soil regions[M].Beijing: China Communications Press,2007.(in Chinese)
[8]侯曙光.多年冻土路基融沉机理及路面结构对策研究[D].南京:东南大学,2005.
HOU Shu-guang.Study on mechanism of subgrade thawing and countermeasrue against pavement structure distress in permafrost region[D].Nanjing:Southeast University,2005.(in Chinese)
[9]钟勇强,黄晓明,廖公云,等.融沉变形对柔性路面应力应变影响试验研究[J].东南大学学报:自然科学版,2011,41(1):181-185.
ZHONG Yong-qiang,HUANG Xiao-ming,LIAO Gong-yun,et al.Influence of thawing settlement deformation on stress and strain in flexible pavement[J].Journal of Southeast University:Natural Science Edition,2011,41(1):181-185.(in Chinese)
[10]Kondratyev V G.New methods of strengthening roadbed bases on very icy permafrost soils [C]//International Symposium of Cold Regions Engineering.Harbin:Industry Technology Press,1996:1-6.
[11]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.The application of finite element method in heat transfer theory [M].Beijing: Science Press,1998.(in Chinese)
[12]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.Permafrost in China [M].Beijing: Science Press,2000.(in Chinese)
[13]刘思峰,谢乃明.灰色系统理论及其应用[M].北京:科学出版社,2008.
LIU Si-feng,XIE Nai-ming.Gray system theory and application [M].Beijing: Science Press,2008.(in Chinese)