The footing-on-slope system is very complicated since it is governed, in part, by both the
bearing capacity and slope stability. The material point method (MPM), which is specifically …

In this research, the reliability analysis of seismic ultimate bearing capacity of strip footing is
assessed with implementing slip lines method coupled with random field theory. The …

This study presents an ultimate bearing capacity formulation of strip foundations in
unsaturated soils within the framework of the Meyerhof theory. The flowchart of calculation …

Abstract Coupled Eulerian-Lagrangian (CEL) method is adopted to overcome the large
mesh distortions near the footing corners under ultimate loading conditions. The reliability of …

There are challenges associated with determining the actual behaviour of soil foundation
due to its heterogeneous nature especially when subjected to an imposed loading. This has …

In this paper, the impact of a rigid layer on the bearing capacity of a strip footing in cohesive
and frictional soils is investigated. The presence of a rigid layer has been found to effectively …

It is important and meaningful for understanding the geomechanical properties of rock and
providing guidance on analyzing and simulating the formation processes of engineering …

We report on experimentally measured drag force experienced by a solid cylinder
penetrating a granular bed of glass beads including, specifically, a highly polydisperse …

Increased knowledge of the elastic and geomechnical properties of rocks is important for
numerous engineering and geoscience applications (eg petroleum geoscience …

Many statements about the quality of a numerical model can only be made by including the
appropriate experiments (eg the quantification of the statistical uncertainties of model input …