In this paper, the seismic bearing capacity of a strip footing sitting on rock masses has been
investigated following the upper bound theorem of limit analysis. The generalized tangential …

This study presents the numerical solution for the seismic bearing capacity of embedded
strip footing in Hoek–Brown rock mass. The upper-bound solutions are presented by …

The analysis of foundation's bearing capacity is generally conducted under the assumption
of plane strain. However, the damage of rectangular foundation usually presents obvious …

This study evaluates the potential of various machine learning (ML) models in predicting the
seismic bearing capacity of strip footings in rock mass. Six ML algorithms, ie, multilinear …

This study discusses the bearing capacity and settlement behaviour of highly jointed mica-
schist rock mass that is divided into multilayers along depth beneath the foundation of …

Determination of the bearing capacity of foundations is one of the important issues in
foundation engineering, particularly for important structures and weak foundations …

The present paper evaluates seismic bearing capacity of rock masses subjected to loads of
strip footings using the upper bound method. A general formula was proposed to evaluate …

The main aim of this study is proposing the best solution to the bearing capacity of two
adjacent footings on rock masses depending on the spacing between them. Upper bound …

In general, the effect of load eccentricity should be considered in determining the ultimate
bearing capacity of foundations. In the present study, the upper bound method of limit …

In this study, a foundation bearing capacity limit analysis upper-bound solution (FLU) was
proposed under the theoretical framework of limit analysis. To be more specific, an …