Assessment of Stone Columns as a Mitigation Technique of Liquefaction-Induced Effects during Italian Earthquakes (May 2012)

Table 3

Characteristics adopted in the study for A stratum.

	A (13–28 m)
Mass density (kN/m^3)	19.0
𝐺𝑟 low-strain shear modulus (MPa); at 80 kPa mean effective confinement	304
𝐵𝑟 low-strain bulk modulus (MPa); at 80 kPa mean effective confinement	1400
Apparent cohesion at zero; effective confinement (kPa)	70