Model test of excavation and double primary support time for soft rock tunnel considering creep characteristics
Author:
Funder
Science Fund for Distinguished Young Scholars of Sichuan Province
CSCEC Technology R & D Plan of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11440-023-02180-0.pdf
Reference34 articles.
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2. Chen ZQ, He C, Wang J, Ma CC (2021) Time-dependent squeezing deformation mechanism of tunnels in layered soft-rock stratum under high geo-stress. J Mt Sci 18(5):1371–1390. https://doi.org/10.1007/s11629-020-6356-0
3. Chen ZQ, He C, Xu GW, Ma GY, Wu D (2019) A case study on the asymmetric deformation characteristics and mechanical behavior of deep-buried tunnel in phyllite. Rock Mech Rock Eng 52(11):4527–4545. https://doi.org/10.1007/s00603-019-01836-2
4. Chen Z, He C, Xu G, Ma G, Yang W (2019) Supporting mechanism and mechanical behavior of a double primary support method for tunnels in broken phyllite under high geo-stress: a case study. Bull Eng Geol Environ 78:5253–5267
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