Ultimate Bearing Capacity of Ring Foundations Embedded in Undrained Homogeneous Clay

Table 2

Numerical analysis cases.

		(kPa)	(kN/m^3)
0 (circular foundation), 0.1, 0.2, 0.3, 0.4, 0.5, 0.6, 0.7, 0.8, 0.9 (ring foundation)	0 (footing on the surface)	50	18
0, 0.2, 0.4, 0.6, 0.8 (ring foundation)	0.05, 0.1, 0.2, 0.3, 0.4, 0.5, 0.75, 1.0 (embedded footing)	50	0
0.4, 0.8 (ring foundation)	0.05, 0.1, 0.2, 0.3, 0.4, 0.5, 0.75, 1.0 (embedded footing)	50, 30, 200	18