Uplift Test and Design Method for Bearing Capacity of Isolated Spread Concrete Foundation Slab with Large Width-to-Height Ratio

Table 6

Comparison of the uplift bearing capacities between the tested and the simulated results.

Model	Width-to-height ratio	Hypotenuse slope (°)	Ft (kN)	Fs (kN)	(%)
NJ1	1.5	10	234	235	0.4
NJ2	1.5	20	174	200	14.9
NJ3	1.5	30	145	150	3
NJ4	2	10	144	150	4.2
NJ5	2	20	118	100	15.3
NJ6	2.5	10	95	105	10.5
NJ7	3	10	80	80	0
NJ8	4	10	63	57	9.5