By using the method of characteristics, the effect of footing-soil interface friction angle (delta) on the bearing capacity factor N-gamma was computed for a strip footing. The analysis was performed by employing a curved trapped wedge under the footing base; this wedge joins the footing base at a distance B-t from the footing edge. For a given footing width (B), the value of B-t increases continuously with a decrease in delta. For delta = 0, no trapped wedge exists below the footing base, that is, B-t/B = 0.5. On the contrary, with delta = phi, the point of emergence of the trapped wedge approaches toward the footing edge with an increase in phi. The magnitude of N-gamma increases substantially with an increase in delta/phi. The maximum de...
By incorporating the diameter (size) effect of a conical footing, the factor N-gamma has been comput...
The bearing capacity for a strip footing acting on a soil foundation with rigid boundaries at a fini...
In this research work by changing different parameters of soil foundation like density, cohesion and...
By using the method of characteristics, the bearing capacity factor N-gamma was computed for a rough...
The effect of interface friction angle $(\delta)$ between the footing and underlying soil mass on t...
By incorporating the variation of soil friction angle $\phi$ with mean principal stress $\sigma_m$ t...
By incorporating the dependency of soil friction angle () on mean principal stress (σm), the effect ...
The bearing capacity factor $N_{\gamma}$ was determined for both smooth and rough ring footings usin...
Using the method of characteristics, the bearing capacity for a strip footing is analyzed. The metho...
The aim of this paper was to study the influence of the footing shape and the effect of the roughnes...
By incorporating a variation in soil internal friction angle phi with mean principal stress sigma(m)...
Estimates of interfacial friction angle (delta) are necessary for the design of retaining structures...
This work shows the variability of the friction angle based on the geological history, over the bear...
Bearing capacity factors for eccentrically loaded strip smooth footings on homogenous cohesive frict...
Structures are often constructed on slopes in hilly regions, which results in a lack of soil support...
By incorporating the diameter (size) effect of a conical footing, the factor N-gamma has been comput...
The bearing capacity for a strip footing acting on a soil foundation with rigid boundaries at a fini...
In this research work by changing different parameters of soil foundation like density, cohesion and...
By using the method of characteristics, the bearing capacity factor N-gamma was computed for a rough...
The effect of interface friction angle $(\delta)$ between the footing and underlying soil mass on t...
By incorporating the variation of soil friction angle $\phi$ with mean principal stress $\sigma_m$ t...
By incorporating the dependency of soil friction angle () on mean principal stress (σm), the effect ...
The bearing capacity factor $N_{\gamma}$ was determined for both smooth and rough ring footings usin...
Using the method of characteristics, the bearing capacity for a strip footing is analyzed. The metho...
The aim of this paper was to study the influence of the footing shape and the effect of the roughnes...
By incorporating a variation in soil internal friction angle phi with mean principal stress sigma(m)...
Estimates of interfacial friction angle (delta) are necessary for the design of retaining structures...
This work shows the variability of the friction angle based on the geological history, over the bear...
Bearing capacity factors for eccentrically loaded strip smooth footings on homogenous cohesive frict...
Structures are often constructed on slopes in hilly regions, which results in a lack of soil support...
By incorporating the diameter (size) effect of a conical footing, the factor N-gamma has been comput...
The bearing capacity for a strip footing acting on a soil foundation with rigid boundaries at a fini...
In this research work by changing different parameters of soil foundation like density, cohesion and...