The introduction of computer program, analysis of bearing capacity (ABC) to calculate vertical bearing capacity of strip and circular foundations is described. The standard linear, isotropic Mohr-Coulomb yield criterion is adopted, with c allowed to vary linearly with depth. For classical case of associated flow, a collapse load could be extended throughout soil mass in statically admissible manner. It is observed that ABC could be used to produce highly accurate benchmark solutions as well as 'coarse' bearing capacities for routine analysis and design
Estimating the bearing capacity of surface foundations resting on rock masses is a necessary first s...
Lower-bound calculations based on the finite element method are used to determine the bearing capaci...
textA database with 217 cases of load tests on shallow foundations, mostly in/on granular soils, was...
The proposed program for the evaluation of the ultimate bearing capacity of shallow foundations was ...
This paper demonstrates programmable calculations of allowable bearing capacity as per (IS: 6403-198...
Using the method of characteristics, the bearing capacity for a strip footing is analyzed. The metho...
When we build buildings we often encounter shallow foundations because it is more economical and eas...
The bearing capacity of shallow foundations resting on a soil layer with a finite depth over bedrock...
A numerical method for bearing capacity analysis by the upper bound theorem is presented. Based on t...
Most geotechnical design codes and books use the equations of Meyerhof or Terzaghi to calculate shal...
peer reviewedIn 1920 Prandtl published an analytical solution for the bearing capacity of a strip lo...
[[abstract]]A simple numerical procedure of calculation of bearing capacity of shallow foundation is...
ABSTRACT: This paper discusses the use of the method of characteristics (commonly referred to as the...
Foundation is one of the main component structures in civil engineering construction. It is crucial ...
The lower- and upper-bound finite-element limit analysis in conjunction with second-order conic prog...
Estimating the bearing capacity of surface foundations resting on rock masses is a necessary first s...
Lower-bound calculations based on the finite element method are used to determine the bearing capaci...
textA database with 217 cases of load tests on shallow foundations, mostly in/on granular soils, was...
The proposed program for the evaluation of the ultimate bearing capacity of shallow foundations was ...
This paper demonstrates programmable calculations of allowable bearing capacity as per (IS: 6403-198...
Using the method of characteristics, the bearing capacity for a strip footing is analyzed. The metho...
When we build buildings we often encounter shallow foundations because it is more economical and eas...
The bearing capacity of shallow foundations resting on a soil layer with a finite depth over bedrock...
A numerical method for bearing capacity analysis by the upper bound theorem is presented. Based on t...
Most geotechnical design codes and books use the equations of Meyerhof or Terzaghi to calculate shal...
peer reviewedIn 1920 Prandtl published an analytical solution for the bearing capacity of a strip lo...
[[abstract]]A simple numerical procedure of calculation of bearing capacity of shallow foundation is...
ABSTRACT: This paper discusses the use of the method of characteristics (commonly referred to as the...
Foundation is one of the main component structures in civil engineering construction. It is crucial ...
The lower- and upper-bound finite-element limit analysis in conjunction with second-order conic prog...
Estimating the bearing capacity of surface foundations resting on rock masses is a necessary first s...
Lower-bound calculations based on the finite element method are used to determine the bearing capaci...
textA database with 217 cases of load tests on shallow foundations, mostly in/on granular soils, was...