A new variable stiffness method to simulate the interaction between the surrounding rock and supporting structure of circular tunnels
Author:
Funder
national natural science foundation of china
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://link.springer.com/content/pdf/10.1007/s12517-022-10649-7.pdf
Reference37 articles.
1. Alonso E, Alejano LR, Varas F (2003) Ground response curves for rock masses exhibiting strain-softening behavior. Int J Numer Anal Meth Geomech 27:1153–1185
2. Chen ZQ, He C, Xu GW, Ma GY, Yang WB (2019) Supporting mechanismand mechanical behavior of a double primary support method for tunnels in broken phyllite under high geo-stress: a case study. Bull Eng Geol Env 78:5253–5267
3. Chrysothemis P, Mark D (2018) Analysis of time-dependent deformation in tunnels using the convergence-confinement method. Tunn Undergr Space Technol 71:62–80
4. Cui L (2016) Interaction between support and surrounding rock considering strain-softening behavior for deep tunneling. PHD thesis. Huazhong University of Science and Technology, Hubei, p 92
5. Eugie K (2020) Confining stress effect on the elastoplastic ground reaction considering the Lode angle dependence. Int J Min Sci Technol 30:431–440
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