The influence of the two-component grout on the behaviour of a segmental lining in tunnelling

Numerical Study on Backfilling the Tail Void Using a Two-Component Grout

(2018) Ravi Shah et al.   JOURNAL OF MATERIALS IN CIVIL ENGINEERING

Improvement to the Convergence-Confinement Method: Inclusion of Support Installation Proximity and Stiffness

(2018) Jeffrey Oke et al.   ROCK MECHANICS AND ROCK ENGINEERING

Automated numerical modelling for the control of EPB technology

(2018) M. Ochmański et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Monitoring and Analysis of Ground Settlement Induced by Tunnelling with Slurry Pressure-Balanced Tunnel Boring Machine

(2018) Hyunku Park et al.   Advances in Civil Engineering

Estimation of Shaft Radial Displacement beyond the Excavation Bottom before Installation of Permanent Lining in Nondilatant Weak Rocks with a Novel Formulation

(2017) Giovanni Spagnoli et al.   International Journal of Geomechanics

3D numerical investigation of mechanized twin tunnels in soft ground – Influence of lagging distance between two tunnel faces

(2016) Ngoc-Anh Do et al.   ENGINEERING STRUCTURES

Volume loss in shallow tunnelling

(2016) Minh Ngan Vu et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

New Equations for Estimating Radial Loads on Deep Shaft Linings in Weak Rocks

(2016) Giovanni Spagnoli et al.   International Journal of Geomechanics

2D numerical investigation of segmental tunnel lining under seismic loading

(2015) Ngoc-Anh Do et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

Investigation on influence of tail void grouting on the surface settlements during shield tunneling using a stress-pore pressure coupled analysis

(2014) Ju-Young Oh et al.   KSCE Journal of Civil Engineering

2D numerical investigations of twin tunnel interaction

(2014) Ngoc Anh Do et al.   Geomechanics and Engineering