Add to ORKGKey words: footing, bearing capacity, limit analysis, layered soil. Summary. 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.
The ultimate bearing capacity and failure mechanism of square footings resting on a sand layer over ...
One of the controversial issues in geotechnical engineering is the bearing capacity of shallow found...
The bearing capacity of shallow foundations resting on a soil layer with a finite depth over bedrock...
The aim of this paper is to determine the bearing capacity of a strip footing resting on a two-layer...
In this study a limit equilibrium method is proposed to determine the bearing capacity of strip foun...
The influence of tension cut-off interface conditions on the bearing capacity of an eccentrically lo...
In this paper, finite element analysis is used to predict the undrained bearing capacity of strip, s...
The foundations supporting the structures around us are not always subjected to a staticload which i...
Bearing capacity factors for eccentrically loaded strip smooth footings on homogenous cohesive frict...
Calculation of the ultimate bearing capacity of shallow footing on Iwo layered system of soil depend...
Rigorous plasticity solutions for the ultimate bearing capacity of a strip footing resting on a sand...
In real conditions of structures, foundations like retaining walls, industrial machines and platform...
The bearing capacity of a circular footing lying over fully cohesive strata, with an overlaying sand...
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 eccentrically inclined loads is a...
The ultimate bearing capacity and failure mechanism of square footings resting on a sand layer over ...
One of the controversial issues in geotechnical engineering is the bearing capacity of shallow found...
The bearing capacity of shallow foundations resting on a soil layer with a finite depth over bedrock...
The aim of this paper is to determine the bearing capacity of a strip footing resting on a two-layer...
In this study a limit equilibrium method is proposed to determine the bearing capacity of strip foun...
The influence of tension cut-off interface conditions on the bearing capacity of an eccentrically lo...
In this paper, finite element analysis is used to predict the undrained bearing capacity of strip, s...
The foundations supporting the structures around us are not always subjected to a staticload which i...
Bearing capacity factors for eccentrically loaded strip smooth footings on homogenous cohesive frict...
Calculation of the ultimate bearing capacity of shallow footing on Iwo layered system of soil depend...
Rigorous plasticity solutions for the ultimate bearing capacity of a strip footing resting on a sand...
In real conditions of structures, foundations like retaining walls, industrial machines and platform...
The bearing capacity of a circular footing lying over fully cohesive strata, with an overlaying sand...
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 eccentrically inclined loads is a...
The ultimate bearing capacity and failure mechanism of square footings resting on a sand layer over ...
One of the controversial issues in geotechnical engineering is the bearing capacity of shallow found...
The bearing capacity of shallow foundations resting on a soil layer with a finite depth over bedrock...