Research Article
Assessment of Stone Columns as a Mitigation Technique of Liquefaction-Induced Effects during Italian Earthquakes (May 2012)
Table 4
Characteristics adopted in the study for SC.
| | | SC |
| | Mass density (kN/m3) | 19.0 | low-strain shear modulus (MPa)
at 80 kPa mean effective confinement | 135 | low-strain bulk modulus (MPa)
at 80 kPa mean effective confinement | 400 | | Angle of internal friction (°) | 34.0 | | Phase transformation angle (°) | 26.0 | | Contraction parameter | 0.1 | | Dilation parameter | 0.8 | | Dilation parameter | 5 | | Permeability (m/s) | 0.01 |
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