[1] 崔广新.深土冻土力学:冻土力学发展的新领域[J].冰川冻土,1988,20(2):97-100. Cui Guang-xin. Mechanics of frozen soil for deep alluvium: a new field of frozen soil mechanis[J]. Journal of Glaciology and Geocryology, 1988, 20(2): 97-100. [2] Everett D H. The thermodynamics of frost damage to porous solids[J]. Trans Faraday Soc, 1961, 57: 1541-1551. [3] Miller R D. Freezing and heaving of saturated and unsaturated soils[J]. Highway Research Record, 1972,393: 1-11. [4] Miyata Y. A macroscopic frost heave theory coupling equations and criteria for creation of new ice lens[A]. Ground Freezing 97[C]. Netherlands: Lulea University of Technology, 1997. [5] Harlan R L. Analysis of coupled heat-fluid transport in partially frozen soil[J]. Wat.Resour rcs. , 1973,9(5): 1314-1323. [6] O’Neill K, Miller R D. Exploration of a rigid-ice of frost heave[J]. Wat. Resour. Res. , 1985, 21(3): 281-296. [7] Conrad J M, Morgenstern N R. The segragation potential of a freezing soil[J]. Can. Geotech. J. , 1981, 18: 482-491. [8] 胡坤,周国庆,李晓俊等.不同约束条件下土体冻胀规律[J].煤炭学报,2011,36(10):1653-1658. [9] 周金生,周国庆,马巍等.间歇冻结控制人工冻土冻胀的实验研究[J].中国矿业大学学报,2006,35(6):708-712. [10] 于琳琳,徐学燕.人工侧向冻结条件下土的冻结实验[J].岩土力学,2009,30(1):231-235. [11] 杨平,张婷.人工冻融土物理力学性能研究[J].冰川冻土,2002,10(5):665-667.