Abstract
By using the method of characteristics (commonly referred to as the slip line
method), the values of the bearing capacity factor Nγ were computed for rigid surface strip and
circular footings with smooth and rough bases. The analyses of bearing capacity for vertically
loaded footings using the method of characteristics have been implemented in the publicly
available computer program ABC, then Nγ –values were calculated theoretically. The
supporting soil is modeled as a frictional Mohr – Coulomb material. For both footings, the
value of the bearing capacity factor Nγ was found to increases significantly with an increase in
the angle of internal friction. When friction angle of soil ≤25, the computed values of Nγ
for circular footing were found to smaller than those for strip footing and for larger values of ,
the magnitude of Nγ for circular footing were greater than those for strip footing for both
smooth and rough base of footings. On the other hand, the magnitude of Nγ for rough footings
was seen be higher than for a footings with smooth base. The obtained results were compared
with those available in the literature, and reasonable agreements were observed.
method), the values of the bearing capacity factor Nγ were computed for rigid surface strip and
circular footings with smooth and rough bases. The analyses of bearing capacity for vertically
loaded footings using the method of characteristics have been implemented in the publicly
available computer program ABC, then Nγ –values were calculated theoretically. The
supporting soil is modeled as a frictional Mohr – Coulomb material. For both footings, the
value of the bearing capacity factor Nγ was found to increases significantly with an increase in
the angle of internal friction. When friction angle of soil ≤25, the computed values of Nγ
for circular footing were found to smaller than those for strip footing and for larger values of ,
the magnitude of Nγ for circular footing were greater than those for strip footing for both
smooth and rough base of footings. On the other hand, the magnitude of Nγ for rough footings
was seen be higher than for a footings with smooth base. The obtained results were compared
with those available in the literature, and reasonable agreements were observed.
Keywords
Bearing capacity
circular footings
method of characteristics
strip footing.
Keywords
قدرة التحمل، طريقة الخصائص، القواعد الدائرية،