Application of Liquid Nitrogen Freezing to Recovery of a Collapsed Shield Tunnel-Reference-Cited by-同舟云学术

Application of Liquid Nitrogen Freezing to Recovery of a Collapsed Shield Tunnel

Published:2014-08 Issue:4 Volume:28 Page:04014002
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Hu Xiangdong¹,Guo Wang²,Zhang Luoyu³,Wang Jintai³

Affiliation:

1. Associate Professor, Dept. of Geotechnical Engineering, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, P. R. China.

2. Dept. of Geotechnical Engineering, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, P. R. China (corresponding author).

3. Dept. of Geotechnical Engineering, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, P. R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000477

Reference20 articles.

1. Chen M. H. T. Pei M. W. and Hwang R. N. (1998). “Construction of the Taipei transit systems.” Proc. Geo Congress ’98 ASCE Annual Convention and Exposition ASCE Reston VA.

2. Application of vertically freezing reinforcement in recovery work of a shield tunnel;Chen T.;J. Hefei Univ. Technol.,2009

3. Enokido M. Matsumoto S. Takeuchi H. and Ugai K. (1985). “Unconfined compressive strength characteristics of frozen soils in range of −30 to −70°C.” Proc. Annual Conf. of the Japan Society of Civil Engineers Vol. 40 Japan Society of Civil Engineering (JSCE) Tokyo 809–810.

4. Hu X. D. (2009). “Average temperature model of double-row-pipe frozen soil wall by `uivalent trapezoid method.” Proc. 2nd Int. Symp. on Computational Mechanics and the 12th Int. Conf. on the Enhancement and Promotion of Computational Methods in Engineering and Science American Institute of Physics Melville New York 1333–1338.

5. Models of artificial frozen temperature field considering soil freezing point;Hu X. D.;J. China Univ. Min. Technol.,2008

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