An improved mechanism for partial blowout instability of tunnel face in large slurry shield-driven tunnels

Author:

Liu Wei,Zhang Xuanyang,Wu Ben,Huang Yucheng

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Reference21 articles.

1. Bezuijen A, Brassinga HE (2006) Blow-out pressure measured in a centrifuge model and in the field. In: van Lottum H, Bezuijen A (eds) Tunnelling: a decade of progress: GeoDelft 1995–2005. Taylor and Francis, New York

2. Broere W (2001) Tunnel face stability & new CPT applications. Ph. D Thesis, Delft University Press, ISBN:90-407-2215-3

3. Broere W, Van Tol AF (2000) Influence of infiltration and groundwater flow on tunnel face stability. Geotech aspects undergr constr soft ground 1:339–344

4. Chen GH, Zou JF, Chen J (2019) Shallow tunnel face stability considering pore water pressure in non-homogeneous and anisotropic soils. Comput Geotech 116:103205

5. Chen GH, Zou JF, Wei XX et al (2022) Three-dimensional blow-out stability analysis of shield tunnel face in anisotropic and heterogeneous soils. Tunn Undergr Space Technol 131:104851

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