Computing Platform for Dynamic Simulating and Monitoring of Tunnel Collapsing Process
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Publisher
Springer Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-16-0115-6_144
Reference13 articles.
1. Atkinson, J.H., and D.M. Potts. 1977. Stability of a shallow circular tunnel in cohesionless soil. Geotechnique 27 (2): 203–215. https://doi.org/10.1016/0148-9062(77)90823-3.
2. Mollon, G., D. Dias, and A.H. Soubra. 2010. face stability analysis of circular tunnels driven by a pressurized shield. Journal of Geotechnical and Geoenvironmental Engineering 136 (1): 215–229. https://doi.org/10.1061/(asce)gt.1943-5606.0000194.
3. Fraldi, M., and F. Guarracino. 2009. Limit analysis of collapse mechanisms in cavities and tunnels according to the Hoek-Brown failure criterion. International Journal of Rock Mechanics and Mining Sciences 46 (4): 665–673. https://doi.org/10.1016/j.ijrmms.2008.09.014.
4. Xiong, H., F. Nicot, and Z. Yin. 2019. From micro scale to boundary value problem: Using a micromechanically based model. Acta Geotechnica 14: 1307–1323.
5. Xiong, H., F. Nicot, and Z.Y. Yin. 2017. A three-dimensional micromechanically based model. International Journal for Numerical Analytical Methods in Geomechanics 41: 1669–1686.
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