Numerical simulation of soil stability during artificial freezing

Author:

Zhelnin M.,Kostina A.,Plekhov O.,Panteleev I.,Levin L.

Publisher

Elsevier BV

Subject

General Engineering,Energy Engineering and Power Technology

Reference15 articles.

1. Sres, A., Pimentel, E., Anagnostou, G., 2006. Numerical and physical modeling of artificial ground freezing, in “Proceeding of International Conference of Numerical Simulation of Construction Processes in Geotechnical Engineering Urban Environment”. In: Triantafyllidis, T. (Ed.). Taylor & Francis Group, London, pp. 185-191.

2. Frost-heaving pressure in geotechnical engineering materials during freezing process;Wang;International Journal of Mining Science and Technology,2018

3. In situ monitoring of frost heave pressure during cross passage construction using ground-freezing method;Han;Canadian Geotechnical Journal,2015

4. Analytical elasto-plastic solution for stress and plastic zone of surrounding rock in cold region tunnels;Gao;Cold Regions Science and Technology,2012

5. Elasto-plastic solution for cold-regional tunnels considering the compound effect of non-uniform frost heave, supporting strength and supporting time;Liu;Tunnelling and Underground Space Technology,2018

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