This study examines the stability of a single and twin horse-shoe shaped unlined tunnels
laid in rock media and loaded with surcharge pressure on ground surface. The tunnels are …

This paper investigates the stability of dual circular tunnels in a rock mass subjected to
surcharge loading using adaptive finite element limit analysis (AFELA). The tunnels are …

The stability of dual unlined square tunnels subjected to surcharge loading in rock masses,
obeying Generalized Hoek-Brown (GHB) failure criterion, is investigated by adaptive finite …

This paper presents a limit analysis of a tunnel in non-homogeneous soil using the upper-
bound limit analysis in combination with finite element technology and a mesh adaptive …

Combined with the results of field tests and field investigations, the upper-bound finite
element adaptive encryption method based on the strength reduction method was used to …

This study investigates the stability of an unlined square-shaped tunnel in a rock slope
subjected to a uniformly distributed surcharge loading using numerical simulation based on …

This paper investigates the stability of two circular tunnels at different depths in cohesive-
frictional soils subjected to surcharge loading using a stable node-based smoothed finite …

A semianalytical solution to determine the minimum safety thickness of the rock resisting
water inrush from filling-type karst caves was investigated. Mechanical analyses of the filling …

Adaptive finite element limit analysis (AFELA) is employed to investigate the stability of two
circular tunnels at different depths in cohesive-frictional soils subjected to surcharge loading …

The stability of dual circular tunnels subjected to surcharge loading in cohesive-frictional
soils, obeying the Mohr–Coulomb failure criterion, is determined by an upper bound finite …