Research Article
Assessment of Stone Columns as a Mitigation Technique of Liquefaction-Induced Effects during Italian Earthquakes (May 2012)
Table 1
Ground parameters for each layer.
| | | S0 | S1 | A |
| | Mass density (kN/m3) | 19.0 | 20.0 | 19.0 | | Internal angle of friction (°) | 33.0 | 33.0 | — | | Shear wave velocity (m/s) | 200 | 200 | 400 | | Permability (m/s) | 10−7 | 10−3 | — |
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