The bearing capacity of a strip footing on a saturated clay is 120 KN/m2. The bearing capacity of a circular footing (diameter=width) will be.
1. more then 120
2. less then 120
3. equal to 120
4.all
simply take example of terzanghi eq.
for strip footing & c-soil = C Nc + 1.Yd
for circular footing with clay= 1.3 C Nc + 1.Yd
as you can see there i
1.3 time higher cohesive resistance so higher capacity.