Performance and Risk Assessment of Soil-Structure Interaction Systems Based on Finite Element Reliability Methods

Table 2

Probabilistic properties of soil material (all have lognormal distributions, unit: kPa).

layer		Mean	c.o.v
#1 (top)	𝐺	54450	0.3
	𝜏max	99.0	0.25
#2	𝐺	33800	0.3
	𝜏max	78.0	0.25
#3	𝐺	61250	0.3
	𝜏max	105.0	0.25
#4 (bottom)	𝐺	96800	0.3
	𝜏max	132.0	0.25