Nonlinear Transient Analysis of Temperature Fields in an AGF Project used for a Cross-Passage Tunnel in the Suzhou Metro

Author:

Yan Qixiang,Xu Yajun,Yang Wenbo,Geng Ping

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference29 articles.

1. Batenipour, H., Alfaro, M., Kurz, D., and Graham, J. (2014). “Deformations and ground temperatures at a road embankment in northern Canada.” Canadian Geotechnical Journal, Vol. 51, No. 3, pp. 260–271, DOI: 10.1139/cgj-2012-0425.

2. Chapin, J., Pernia, J., and Kjartanson, B. (2009). “An approach to applying spring thaw load restrictions for low volume roads based on thermal numerical modelling,” Conference on Cold Regions Engineering, pp. 496–505, DOI: 10.1061/41072(359)48.

3. China National Coal Construction Association (2011). “Coal mine technical specification for vertical shaft sinking by freezing method (MT/T 1124-2011).” China Coal Industry Publishing Home.

4. CAREERI, CAS (Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences) (2009). The test report of frozen soil of the cross-passage between the Xinggangjie Station and the Exhibition Center Station in Suzhou Metro No.1 Line, China.

5. Comini, G., Giudice, S. D., Lewis, R. W., and Zienkiewicz, O. C. (1974). “Finite element solution of non-linear heat conduction problems with special reference to phase change.” International Journal for Numerical Methods in Engineering, Vol. 8, No. 3, pp. 613–624, DOI: 10.1002/nme.1620080314.

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