Sciences in Cold and Arid Regions ›› 2015, Vol. 7 ›› Issue (5): 637-644.doi: 10.3724/SP.J.1226.2015.00637

• ARTICLES • Previous Articles    

Field application of freezing technology for social infrastructures

EunChul Shin1, YuRa Gong2, CheolGyu Jeong3   

  1. 1. Urban Science College, Incheon National University, Republic of Korea
    2. Department of Civil and Environmental Engineering, Incheon National University, Republic of Korea
    3. Department of Civil and Environmental Engineering, Incheon National University, Republic of Korea
  • Received:2015-07-21 Revised:2015-08-27 Published:2018-11-23
  • Contact: EunChul Shin, Professor of Geotechnical and Environmental Engineering and Dean of Urban Science College, Incheon National University, Republic of Korea. Incheon National University, 12-1, Songdo-dong, Yeonsu-gu, Incheon Metropolitan City, Republic of Korea. Tel: +82-32-835-8466; E-mail: ecshin@inu.ac.kr E-mail:ecshin@inu.ac.kr

Abstract: There are numerous methods to prevent seepage flow and ground improvement methodologies such as cement grouting, sheet piling, and the membrane method. In this paper, we present case histories of freezing technology applications in the construction of a deep tunnel sewerage system, undersea highway tunnel, and liquefied natural gas tank. Heaving pressure measurements for various soil types around a liquefied natural tank are compared with existing data. In this paper, we present temperature variations at the bottom and side of a liquefied natural gas tank. Our findings show that ground-freezing technology is very effective in controlling ground water infiltration into underground structures as well providing soil reinforcement in the soft ground.

Key words: ground-freezing technology, soil reinforcement, controlling ground water infiltration

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