Table 3 Input soil parameters for the...

Table 3

Input soil parameters for the case studied by Stoll (1972)

Layer	c _u: kPa	φ′: °	$E_{50}^{ref}$ ⁠: kN/m²	$E_{oed}^{ref}$ ⁠: MPa	$E_{ur}^{ref}$ ⁠: MPa	ν _s
Top layer	18	0	28	28	56	0·4
Second layer	1	30	76·9a	76·9	153	0·3

This value is computed at the middle of the layer where the stiffness increases with depth (16·3 MPa/m according to the soil profile)

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