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

Table 11

Design results by the original method.

Number	Type of tower	Geometric parameters			Dosages of concrete (m^3)	Dosages of steel reinforcement (kg)
		B (m)	H (m)	h1 (m)
1	5D1-SJC3-30	10.0	5.5	0.9	139.14	7785.92
2	5D1-SJC4-36	10.4	5.6	0.9	145.73	8335.2
3	SJ164-45	10.6	5.9	1.0	166.10	9560.5