Tunnel Face Stability During Slurry-Shield Tunnelling in Saturated Cohesionless Soil Considering Slurry Infiltration

Author:

Shi Qingfeng,Xu Tao,Zhang Dingwen,Liu Yihuai

Funder

Fundamental Research Funds for the Central Universities

Publisher

Springer Science and Business Media LLC

Reference30 articles.

1. Xu T (2018) Infiltration and excess pore water pressures in front of a TBM: experiments, mechanisms and computational models. Doctoral thesis, Ghent University, Ghent, Belgium.

2. Broere W (2015) On the face support of microtunnelling TBMs. Tunn Undergr Space Technol 46:12–17

3. Anagnostou G, Kovári K (1994) The face stability of slurry-shield-driven tunnels. Tunn Undergr Space Technol 9(2):165–174

4. Bezuijen A, Pruiksma JP, van Meerten HH (2006) Pore pressures in front of tunnel measurements calculations and consequences for stability of tunnel face. In: Bezuijen A, Van Lottum H (eds) In Tunnelling A decade of progress GeoDelft 1995–2005. Taylor & Francis (Balkema), Leiden, pp 35–41

5. Zizka Z (2019) Stability of slurry supported tunnel face considering the transient support mechanism during excavation in non-cohesive soil. Doctoral thesis, Ruhr University Bochum, Bochum, Germany.

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