By using the method of characteristics, the bearing capacity factor N-gamma was computed for a rough strip footing. The analysis was performed by considering a curved nonplastic wedge under the foundation base bounded by curved slip lines being tangential to the base of the footing at its either edge and inclined at an angle pi/4 - phi/2 with the vertical axis of symmetry. The existing theories in the literature for rough footings, which usually employ a triangular wedge below the footing base, were generally found to provide greater values of N-gamma as compared with the results obtained in this contribution
The bearing capacity of the foundation is a primary concern in the field of foundation engineering. ...
The stress characteristics method (SCM) has been used to compute the bearing capacity of smooth and ...
By using the lower-bound theorem of the limit analysis in conjunction with finite elements and nonli...
By using the method of characteristics, the effect of footing-soil interface friction angle (delta) ...
The bearing capacity factor $N_{\gamma}$ was determined for both smooth and rough ring footings usin...
By incorporating the dependency of soil friction angle () on mean principal stress (σm), the effect ...
By incorporating the variation of soil friction angle $\phi$ with mean principal stress $\sigma_m$ t...
The effect of interface friction angle $(\delta)$ between the footing and underlying soil mass on t...
Using the method of characteristics, the bearing capacity for a strip footing is analyzed. The metho...
By incorporating a variation in soil internal friction angle phi with mean principal stress sigma(m)...
ABSTRACT: This paper discusses the use of the method of characteristics (commonly referred to as the...
By applying the lower bound theorem of limit analysis in conjunction with finite elements and nonlin...
[[abstract]]A simple numerical procedure of calculation of bearing capacity of shallow foundation is...
The method of stress characteristics has been used for computing the ultimate bearing capacity of st...
The aim of this paper was to study the influence of the footing shape and the effect of the roughnes...
The bearing capacity of the foundation is a primary concern in the field of foundation engineering. ...
The stress characteristics method (SCM) has been used to compute the bearing capacity of smooth and ...
By using the lower-bound theorem of the limit analysis in conjunction with finite elements and nonli...
By using the method of characteristics, the effect of footing-soil interface friction angle (delta) ...
The bearing capacity factor $N_{\gamma}$ was determined for both smooth and rough ring footings usin...
By incorporating the dependency of soil friction angle () on mean principal stress (σm), the effect ...
By incorporating the variation of soil friction angle $\phi$ with mean principal stress $\sigma_m$ t...
The effect of interface friction angle $(\delta)$ between the footing and underlying soil mass on t...
Using the method of characteristics, the bearing capacity for a strip footing is analyzed. The metho...
By incorporating a variation in soil internal friction angle phi with mean principal stress sigma(m)...
ABSTRACT: This paper discusses the use of the method of characteristics (commonly referred to as the...
By applying the lower bound theorem of limit analysis in conjunction with finite elements and nonlin...
[[abstract]]A simple numerical procedure of calculation of bearing capacity of shallow foundation is...
The method of stress characteristics has been used for computing the ultimate bearing capacity of st...
The aim of this paper was to study the influence of the footing shape and the effect of the roughnes...
The bearing capacity of the foundation is a primary concern in the field of foundation engineering. ...
The stress characteristics method (SCM) has been used to compute the bearing capacity of smooth and ...
By using the lower-bound theorem of the limit analysis in conjunction with finite elements and nonli...