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

Table 10

Geological parameters for the design of the foundations.

Depth of the soil (m)	Name of the soil	Geological parameters				Depth of the ground water (m)
		γ (kN/m^3)	fak (kPa)	c (kPa)	Φ (°)
0.00∼0.80	Silty clay with the characteristic of molliplast	16	90	10	5	1.0
0.80∼1.60	Silty clay with the characteristic of waxiness	17	170	20	15
1.60∼6.70	Clay	21	300	30	15
>6.70	Mudstone	22	500	80	20