Estimating the Uplift Bearing Capacity of Belled Piers Adjacent to Sloping Ground by Numerical Modeling Based on Field Tests

Table 3

Geometric dimensions of in situ test foundations.

	No.	d (m)	b (m)	h (m)	e (m)
	BP1	0.8	1.1	1	0.2
	BP2	0.8	1.25	1.5	0.2
	BP3	0.8	1.55	2.5	0.2
	BP4	0.8	1.7	3	0.2
	BP5	0.8	1.7	4	0.2

d is the top diameter; b is the bottom diameter; h is the embedment depth; e is the outcrop height.