The aim of this paper is to determine the bearing capacity of a strip footing resting on a two-layer foundation soil sand/clay by a kinematical approach in limit analysis. Inclined and eccentric loading are considered in the analysis using translational and rotational failure mechanisms. Numerical results are presented and discussed
Eccentrically inclined load on a shallow strip foundation can be referred to as partially compensate...
A numerical method for bearing capacity analysis by the upper bound theorem is presented. Based on t...
In geotechnical engineering, the stability of rigid footings under eccentric vertical loads is an im...
Key words: footing, bearing capacity, limit analysis, layered soil. Summary. The aim of this paper i...
The influence of tension cut-off interface conditions on the bearing capacity of an eccentrically lo...
The foundations supporting the structures around us are not always subjected to a staticload which i...
In geotechnical engineering, the stability of rigid footings under eccentrically inclined loads is a...
Bearing capacity factors for eccentrically loaded strip smooth footings on homogenous cohesive frict...
In real conditions of structures, foundations like retaining walls, industrial machines and platform...
In this study a limit equilibrium method is proposed to determine the bearing capacity of strip foun...
In this paper, finite element analysis is used to predict the undrained bearing capacity of strip, s...
Results of laboratory model tests to determine the ultimate bearing capacity of shallow strip founda...
Lower-bound calculations based on the FEM are used to determine the bearing capacity of a strip foun...
Lower bound calculations based on the finite element method is used to determine the bearing capacit...
The ultimate bearing capacity and failure mechanism of square footings resting on a sand layer over ...
Eccentrically inclined load on a shallow strip foundation can be referred to as partially compensate...
A numerical method for bearing capacity analysis by the upper bound theorem is presented. Based on t...
In geotechnical engineering, the stability of rigid footings under eccentric vertical loads is an im...
Key words: footing, bearing capacity, limit analysis, layered soil. Summary. The aim of this paper i...
The influence of tension cut-off interface conditions on the bearing capacity of an eccentrically lo...
The foundations supporting the structures around us are not always subjected to a staticload which i...
In geotechnical engineering, the stability of rigid footings under eccentrically inclined loads is a...
Bearing capacity factors for eccentrically loaded strip smooth footings on homogenous cohesive frict...
In real conditions of structures, foundations like retaining walls, industrial machines and platform...
In this study a limit equilibrium method is proposed to determine the bearing capacity of strip foun...
In this paper, finite element analysis is used to predict the undrained bearing capacity of strip, s...
Results of laboratory model tests to determine the ultimate bearing capacity of shallow strip founda...
Lower-bound calculations based on the FEM are used to determine the bearing capacity of a strip foun...
Lower bound calculations based on the finite element method is used to determine the bearing capacit...
The ultimate bearing capacity and failure mechanism of square footings resting on a sand layer over ...
Eccentrically inclined load on a shallow strip foundation can be referred to as partially compensate...
A numerical method for bearing capacity analysis by the upper bound theorem is presented. Based on t...
In geotechnical engineering, the stability of rigid footings under eccentric vertical loads is an im...
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