2Neaupane K M, Yamabe T. A fully coupled thermo-hydro-mechanical nonlinear model for a frozen medium[J]. Computers and Geotechnics,2001, 28(8): 613-637.
3Zhang X F, Lai Y M, Yu W B. Forecast analysis of the refreezing of Kunlun mountain permafrost tunnel on Qinghai-Tibet railway in.China[J]. Cold Regions Science and Technology, 2004, 39(1): 19 -31.
4Nicholson H, Dawn T, Nicholson E Physical deterioration otsedimentary rocks subjected to experimental freeze-thaw weathering[J].Earth Surface Processes and Landforms, 2000, 25: 1 295 - 1 307.
5Zhang S J, Lai Y M, Zhang X F, et al. Study on the damage propagation of surrounding rock from a cold-region tunnel under freeze-thaw cycle condition[J]. Tunnelling and Underground Space Technology, 2004, 19(3): 295- 302.
6Hori M. Micromechanical analysis on deterioration due to freezing and thawing in porous brittle materials[J]. Int. J. Eng. Sci., 1998, 36(4):511 - 522.
7Yamabe T, Neaupane K M. Determination of some thermo-mechanical properties of Sirahama sandstone under subzero temperature condition[J] International Journal of Rock Mechanics and Mining Sciences, 2001, 38(7): 1 029 - 1 034.
8Inigo A C, Vicente M A, Rives V. Weathering and decay of granitic rocks., its relation to their pore network[J]. Mechanics of Materials,2000, 32(9):555-560.
9Chen T C, Yeung M R, Mori N. Effect of water saturation on deterioration of welded tuff due to freeze-thaw action[J]. Cold Regions Science and Technology, 2004, 38(2/3): 127- 136.
10Watanabe K, Mizoguchi M. Amount of unfrozen water in frozen porous media saturated with solution[J]. Cold Regions Science and Technology, 2002, 34:103-ll0.
