Evaluation of Undrained Bearing Capacities of Wide-Shallow Bucket Foundation with Honeycomb Bulkheads in Clay

Table 2

Comparison of vertical bearing capacity.

κ	NcV		Error (%)
	This study	Martin [34]
0	6.20	6.05	2.42
3	8.53	8.29	2.81
6	10.15	9.85	2.96
12	12.91	12.47	3.41
30	19.93	18.98	4.77