Abstract: In this study, the bearing capacity of a strip footing placed on the top of a cohesionless soil slope was computed with the use of lower-bound finite-element limit analysis. A single layer of reinforcement was placed below ...

Abstract: Abstract This study aims to assess the stability of a tunnel of diameter D embedded at different depths H in the presence of a fine or a separated vertical surface crack in spatially varying cohesive soil. The effect of ...

Abstract: The deformation of twin tunnels was investigated under the influence of various physical conditions, namely, (1) mutual position and (2) change in the level of the water table, and the effect of using liners of different ...