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1 Stoss K, "Uses and limitations of ground freezing with liquid nitrogen" 1 (1): 485-494, 1979
2 Lai YM, "Three-dimensional nonlinear analysis for the coupled problem of the heat transfer of the surrounding rock and the heat convection between the air and the surrounding rock in cold-region tunnel" 20 (20): 323-332, 2005
3 Lee KM, "The equivalence of a jointed shield-driven tunnel lining to a continuous ring structure" 38 (38): 461-483, 2011
4 Chen C, "Temperature measurements of long-distance liquid nitrogen freezing in high-confined aquifer reinforcement" 34 (34): 145-150, 2012
5 "TB 10003-2016, Code for design of railway tunnel"
6 Li Y, "Stability analysis of large slurry shield-driven tunnel in soft clay" 24 (24): 472-481, 2009
7 Zhitomirsky IS, "Simulation and optimization of high-speed freezing of water-bearing rocks using liquid nitrogen" 24 (24): 676-678, 1984
8 Gong WP, "Robust geotechnical design of shield-driven tunnels" 56 : 191-201, 2014
9 Carpio F, "Recommended deformation limits for the structural design of segmental tunnels built in soft soil" 90 : 264-276, 2019
10 Liu ZQ, "Random temperature fields of embankment in cold regions" 45 (45): 76-82, 2006
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