Influence of non-associated flow rule on passive face instability for shallow shield tunnels

Unified upper bound solution for bearing capacity of shallow rigid strip foundations generally considering soil dilatancy

(2020) Tingjun Chen et al.   SOILS AND FOUNDATIONS

Face stability of shallow tunnelling in sandy soil considering unsupported length

(2020) Lin Yu et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

An upper-bound analytical model of blow-out for a shallow tunnel in sand considering the partial failure within the face

(2019) Pengfei Li et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Upper-bound solutions for the face stability of a non-circular NATM tunnel in clays with a linearly increasing undrained shear strength with depth

(2019) Wei Li et al.   COMPUTERS AND GEOTECHNICS

An analytical model of loosening earth pressure in front of tunnel face for deep-buried shield tunnels in sand

(2019) Tao Wan et al.   COMPUTERS AND GEOTECHNICS

An analytical mechanism of limit support pressure on cutting face for deep tunnels in the sand

(2019) Pengfei Li et al.   COMPUTERS AND GEOTECHNICS

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 in cohesion-frictional soils considering the soil arching effect by improved failure models

(2018) Jinfeng Zou et al.   COMPUTERS AND GEOTECHNICS

Face stability of shallow tunnels in partially saturated soil: centrifuge testing and numerical analysis

(2015) E. Soranzo et al.   GEOTECHNIQUE

Face stability analysis of shallow circular tunnels in cohesive–frictional soils

(2015) Chengping Zhang et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

A tunnel face failure mechanism for layered ground, considering the possibility of partial collapse

(2015) Salvador Senent et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Three-dimensional face stability analysis of pressurized tunnels driven in a multilayered purely frictional medium

(2015) Eliane Ibrahim et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Soil nailing at the tunnel face in difficult conditions: A case study

(2013) Donatella Sterpi 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

A discrete numerical approach for modeling face stability in slurry shield tunnelling in soft soils

(2010) Z.X. Zhang et al.   COMPUTERS AND GEOTECHNICS

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

Rotational failure mechanisms for the face stability analysis of tunnels driven by a pressurized shield

(2010) Guilhem Mollon et al.   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

Experimental investigation of the face stability of shallow tunnels in sand

(2010) Ansgar Kirsch   Acta Geotechnica

Slope stability analysis considering joined influences of nonlinearity and dilation

(2009) Xiao-li Yang et al.   JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY

Face Stability Analysis of Circular Tunnels Driven by a Pressurized Shield

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

Shield tunneling and environment protection in Shanghai soft ground

(2009) Shao-Ming Liao et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

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

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