Geophysical characterization of liquefaction-prone areas: The Quistello test site, central Po Plain, Northern Italy
A geophysical conceptual model for sites prone to seismic liquefaction is presented, introducing a geophysical protocol to characterize the liquefaction proneness. Three parameters are used to characterize homogeneous units: vs, a proxy of the geotechnical classes of soils, vp related to the saturat...
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Veröffentlicht in: | Soil dynamics and earthquake engineering (1984) 2019-01, Vol.116, p.130-144 |
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Hauptverfasser: | , , , , , , , , , , |
Format: | Artikel |
Sprache: | eng |
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Online-Zugang: | Volltext |
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Zusammenfassung: | A geophysical conceptual model for sites prone to seismic liquefaction is presented, introducing a geophysical protocol to characterize the liquefaction proneness. Three parameters are used to characterize homogeneous units: vs, a proxy of the geotechnical classes of soils, vp related to the saturation degree and vp/vs ratio, related to the liquefaction geophysical susceptibility. A layer is geophysically susceptible to liquefaction when it meets the following criteria: a) vs |
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ISSN: | 0267-7261 1879-341X |
DOI: | 10.1016/j.soildyn.2018.10.001 |