Analytical Elasto-plastic Solution for Frost Force of Cold-Region Tunnels considering Anisotropic Frost Heave in the Surrounding Rock
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-019-1446-7.pdf
Reference35 articles.
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2. Feng, Q., Jiang, B. S., and Zhang, Q. (2014). “Analytical elasto-plastic solution for stress and deformation of surrounding rock in cold region tunnels.” Cold Regions Science and Technology, Vol. 108, pp. 59–68, DOI: https://doi.org/10.1016/j.coldregions.2014.08.001 .
3. Harlan, R. L. (1973). “Analysis of coupled heat-fluid transport in partially frozen soil.” Water Resources Research, Vol. 9, No. 5, pp. 1314–1323, DOI: https://doi.org/10.1029/WR009i005p1314 .
4. He, C., Qi, C., Feng, K., and Xiao, M. Q. (2017). “Theoretical analysis of interaction between surrounding rocks and linging strcture of shield tunnel based on Drucker-Prager yield criteria.” Chinese Journal of Theoretical and Applied Mechanics, Vol. 49, No. 1, pp. 31–40, DOI: https://doi.org/10.6052/0459-1879-16-344 .
5. Hromadka, T. V, Guymon, G L., and Berg, R. L. (1981). “Some approaches to modeling phase change in freezing soils.” Cold Regions Science and Technology, Vol. 4, No. 2, pp. 137–145, DOI: https://doi.org/10.1016/0165-232X(81)90018-5 .
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