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 …

The paper examines the efficacy of using small, welded metal plates (pegs) in enhancing
the pullout resistance of commercially available geogrids. Soil deformations and particle …

This study focuses on the stability analysis of slopes reinforced by soil nailing. The effects of
slope geometry and nail parameters on slope stability are investigated using PLAXIS 2D …

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 …

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 …

Back-to-back mechanically stabilized earth (BBMSE) wall is a specific case of modern earth
retention technique, where the design of the wall system depends on the spacing between …

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 …

The working mechanism of a geotechnical structure can be understood from the
deformations and the vertical stresses in the soil media. This article attempts to study the …

This study investigates the influence of a horizontal geogrid layer reinforcement on the
ultimate bearing capacity (UBC) of a strip footing under static and seismic loading conditions …