This study employs a two-dimensional plane strain finite element limit analysis method to
examine the stability of fully-braced excavations in non-homogeneous clay. The excavation …

A crucial characteristic of real-world engineering operations is a strip footing's bearing
capacity on a rock mass subjected to incline and eccentric loading conditions. Many …

This study investigates the stability of a uniformly distributed loaded strip footing located
above a horseshoe-shaped tunnel in the rock mass. The study employs the Adaptive Finite …

This study delved into the intricate relationship between tunnel geometry and the stability of
shallow foundations. It investigated the influence of various tunnel geometries on the …

This paper investigates the influence of a circular void on the ultimate bearing capacity
(UBC) of a strip footing subjected to uniformly distributed load resting on the rock mass …

Abstract Analysis of slope stability is a classic issue with immense consequences in
geotechnical engineering. Using a two-dimensional finite element analysis tool, the present …

Pile foundations are often used to support large structures including wide and high
commercial buildings, offshore and onshore structures, bridges and transport corridors …

In this study, the impact of the presence of a compressible clay layer on the ultimate bearing
capacity (UBC) of a strip footing supported by a layered soil stratum is evaluated using …

The present study investigates the ultimate bearing capacity (UBC) of a footing subjected to
an eccentric load situated above an unlined horseshoe-shaped tunnel in the rock mass …

The stability of strip footings subjected to eccentrically inclined loads is critical for reliable
foundation design. This study investigates the effect of a circular unlined tunnel in a rock …