Face stability of slurry-driven shield with permeable filter cake

Experimental study on the mechanisms of bentonite slurry penetration in front of a slurry TBM

(2019) Tao Xu et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Analytical methods in predicting excess pore water pressure in front of slurry shield in saturated sandy ground

(2018) Tao Xu et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Centrifugal model tests on face failure of earth pressure balance shield induced by steady state seepage in saturated sandy silt ground

(2018) Renpeng Chen et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Tunnel face stability under seepage flow conditions

(2014) P. Perazzelli et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

An improved 3D wedge-prism model for the face stability analysis of the shield tunnel in cohesionless soils

(2014) R. P. Chen et al.   Acta Geotechnica

INVASION OF PRESSURIZED CLAY SUSPENSIONS INTO GRANULAR SOIL

(2013) A. M. Talmon et al.   JOURNAL OF POROUS MEDIA

Filter cake formation for slurry shield tunneling in highly permeable sand

(2013) Fanlu Min et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Experimental study on face instability of shield tunnel in sand

(2012) Ren-peng Chen et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element method

(2010) R.P. Chen et al.   COMPUTERS AND GEOTECHNICS

Face stability and required support pressure for TBM driven tunnels with ideal face membrane – Drained case

(2010) Seung Han Kim et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Face Stability Analysis of Circular Tunnels Driven by a Pressurized Shield

(2009) Guilhem Mollon et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Stability analysis of large slurry shield-driven tunnel in soft clay

(2008) Y. Li et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY