Values of the bearing capacity factor Nγ are numerically computed using the method of triangular slices. Three assumptions of the value of ψ, the base angle of the active wedge, are analyzed, corresponding to the following three cases: (1) ψ = φ, the internal friction angle; (2) ψ = 45° + φ/2; and (3) ψ has a value such that Nγ is a minimum. The location of the critical failure surface is presented and the numerical solutions to Nγ for the three cases are approximated by simple equations. The influence of the base angle on the value of Nγ is investigated. Comparisons of the present solutions are made with those commonly used in foundation engineering practice.published_or_final_versio
This paper describes a series of centrifuge model tests investigating the vertical bearing capacity ...
This paper describes a series of centrifuge model tests investigating the vertical bearing capacity ...
This paper describes a series of centrifuge model tests investigating the vertical bearing capacity ...
[[abstract]]A simple numerical procedure of calculation of bearing capacity of shallow foundation is...
peer reviewedIn 1920 Prandtl published an analytical solution for the bearing capacity of a strip lo...
Bearing capacity factors, N-c, N-q, and N-gamma, for a conical footing are determined by using the l...
Bearing capacity factors, N-c, N-q, and N-gamma, for a conical footing are determined by using the l...
By incorporating the dependency of soil friction angle () on mean principal stress (σm), the effect ...
Most geotechnical design codes and books use the equations of Meyerhof or Terzaghi to calculate shal...
By incorporating the dependency of soil friction angle () on mean principal stress (σm), the effect ...
Using the method of characteristics, the bearing capacity for a strip footing is analyzed. The metho...
peer reviewedMost geotechnical design codes and books use the equations of Meyerhof or Terzaghi to c...
Le problème d’évaluation de la capacité portante est largement étudié en tenant compte des différent...
AbstractThe slip circle method of slices is commonly used in the analyses of slope stability and bea...
The bearing capacity of foundations is a fundamental problem in geotechnical engineering, practicall...
This paper describes a series of centrifuge model tests investigating the vertical bearing capacity ...
This paper describes a series of centrifuge model tests investigating the vertical bearing capacity ...
This paper describes a series of centrifuge model tests investigating the vertical bearing capacity ...
[[abstract]]A simple numerical procedure of calculation of bearing capacity of shallow foundation is...
peer reviewedIn 1920 Prandtl published an analytical solution for the bearing capacity of a strip lo...
Bearing capacity factors, N-c, N-q, and N-gamma, for a conical footing are determined by using the l...
Bearing capacity factors, N-c, N-q, and N-gamma, for a conical footing are determined by using the l...
By incorporating the dependency of soil friction angle () on mean principal stress (σm), the effect ...
Most geotechnical design codes and books use the equations of Meyerhof or Terzaghi to calculate shal...
By incorporating the dependency of soil friction angle () on mean principal stress (σm), the effect ...
Using the method of characteristics, the bearing capacity for a strip footing is analyzed. The metho...
peer reviewedMost geotechnical design codes and books use the equations of Meyerhof or Terzaghi to c...
Le problème d’évaluation de la capacité portante est largement étudié en tenant compte des différent...
AbstractThe slip circle method of slices is commonly used in the analyses of slope stability and bea...
The bearing capacity of foundations is a fundamental problem in geotechnical engineering, practicall...
This paper describes a series of centrifuge model tests investigating the vertical bearing capacity ...
This paper describes a series of centrifuge model tests investigating the vertical bearing capacity ...
This paper describes a series of centrifuge model tests investigating the vertical bearing capacity ...