JIN De-wu,NIU Fu-jun,CHEN Zhi-xin.Simulation Analysis for Model Experiment of Frozen Soil Slope[J].Journal of Earth Sciences and Environment,2004,26(1):29-32.
LU Xun,WANG Shao-ling.Investigation of Ground Water in Embankment of Qinghai-Tibet Highway in Permafrost Region[C]//Glaciology and Geocryology Branch of the Geographical Society of China.Proceedings of the 5th Chinese Conference on Glaciology and Geocryology.Lanzhou:Gansu Culture Press,1996,1179-1184.
[5]
卢 靖.非饱和黄土水分迁移问题的试验研究[D].西安:西安建筑科技大学,2006.
[6]
LU Jing.Research on the Experimentation of Moisture Movement in Unsaturated Loess Soils[D].Xi'an: Xi'an University of Architecture and Technology,2006.
[7]
王 彬.砂性土路堤内部含水率变化规律室内试验研究[D].长沙:长沙理工大学,2010.
[8]
WANG Bin.Research on Change Laws of Water Content in Sandy Soil Embankment with Laboratory
[9]
Test[D].Changsha: Changsha University of Science & Technology,2010.
ZHANG Shi-min.Study on the Stability of New Road Structure for Mitigating the Frost Heaving and Frost Boiling in Permafrost Regions[D].Lanzhou:Cold and Arid Region Environmental and Engineering Research Institute,China Academy of Sciences,2012.
[12]
WU Qing-bai,LIU Yong-zhi,HU Ze-yong.The Thermal Effect of Differential Solar Exposure on Embankments Along the Qinghai-Tibet Railway[J].Cold Regions Science and Technology,2011,66(1),30-38.
WANG Shao-ling,MI Hai-zhen.The Change of Permafrost Under Roadbed with Asphalt Pavement Along the Qinghai-Tibet Highway[J].Journal of Glaciology and Geocryology,1993,15(4),566-573.
WU Qing-bai,LIU Yong-zhi,TONG Chang-Jiang,et al.Interaction Between Frozen Soil Environment and Engineering Environment in Cold Regions[J].Journal of Engineering Geology,2000,8(3):281-287.
WU Qing-bai,DONG Xian-fu,LIU Yong-zhi.Response of Permafrost to Climate Change and Engineering Activity Along the Qinghai-Tibet Highway[J].Journal of Glaciology and Geocryology,2005,27(1):50-54.
[19]
JIN H J,YU Q H,WANG S L.Changes in Permafrost Environments Along the Qinghai-Tibet Engineering Corridor Induced by Anthropogenic Activities and Climate Warming[J].Cold Regions Science and Technology,2008,53(3):317-333.
LU Zi-jian,WU Qing-bai,SHENG Yu,et al.Heat and Water Difference of Active Layers Beneath Different Surface Conditions Near Beiluhe on Qinghai-Xizang Plateau [J].Journal of Glaciology and Geocryology.2006,28(5):642-647.
MAO Xue-song, LI Ning, WANG Bing-gang, et al. Coupling Model and Numerical Simulation of Moisture-heat-stress Fields in Permafrost Embankment[J]. Journal of Chang'an University:Natural Science Edition,2006,26(4):16-19,62.
SI Wei,MA Biao,WANG Hai-nian,et al.Subgrade Top Temperature of Asphalt Pavement Structure in Permafrost Areas[J]. Journal of Chang'an University:Natural Science Edition,2012,32(6):16-22.
WU Qing-bai,LIU Yong-zhi,ZHU Yuan-lin.Thermal State of Active Layer Under Asphalt Pavement of Qinghai-Tibet Highway [J].Journal of Xi'an Highway University,2001,21(1):23-26.
[28]
HINKEL K M,OUTCALT S I,TAYLOR A E.Seasonal Patterns of Coupled Flow in the Active Layer at Three Sites in Northwest North America[J].Canadian Journal of Earth Sciences,1997,34(5):667-678.
[29]
原国红.季节冻土水分迁移的机理及数值模拟[D].长春:吉林大学,2006.
[30]
YUAN Guo-hong.The Mechanism and Numerical Simulation of Water Transfer in Seasonal Freezing Soil[D].Changchun: Jinlin University,2006.
NIU Fu-jun,MA Wei,WU Qing-bai.Thermal Stability of Roadbeds of the Qinghai-Tibet Railway in Permafrost Regions and the Main Freezing-thawing Hazards[J].Journal of Earth Sciences and Environment,2011,33(2):196-206.
[33]
李国强,邓学钧.路面透水表面临界空隙率研究[J].中国公路学报,1996,9(2):28-33.
[34]
LI Guo-qiang,DENG Xue-jun.Research on Critical Porosity of Pavement Porous Course [J].China Journal of Highway and Transport,1996,9(2):28-33.
[35]
徐学祖,邓友生.冻土中水分迁移的试验研究[M].北京:科学出版社,1991.
[36]
XU Xue-zu,DENG You-sheng.Experiment Study on Water Migration in Freezing and Frozen Soil[M].Beijing:Science Press,1991.
[37]
刘 钰,FEMANDO R M,PEREIRA L S.微型蒸发器田间实测麦田与裸地土面蒸发强度的试验研究[J].水利学报,1999(6):45-50.
[38]
LIU Yu,FEMANDO R M,PEREIRA L S.Measurement of Evaporation from Wheat Field and Bare Soil by Using Micro-lysimeters[J].Journal of Hydraulic Engineering,1999(6):45-50.