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< 270 m/s and 1300 <vp< 1800 m/s; b) vp/vs> 5. The model has been tested and validated in the Quistello site, where liquefaction occurred during the 2012 Emilia earthquake. The validation of the proposed geophysical model for liquefaction susceptibility against the geotechnical one, calculated from CPTU, indicates the reliability of the proposed approach. This approach was extended to other sites affected by the 2012 seismic swarm. The study demonstrates that the geophysical susceptibility to liquefaction could be an indicator to support microzonation studies concerning the liquefaction proneness of extended areas.

de Franco, R., Caielli, G., Mollica, R., Norini, G., Aghib, F., Di Capua, A., et al. (2019). Geophysical characterization of liquefaction-prone areas: The Quistello test site, central Po Plain, Northern Italy. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 116, 130-144 [10.1016/j.soildyn.2018.10.001].

Geophysical characterization of liquefaction-prone areas: The Quistello test site, central Po Plain, Northern Italy

de Franco, R;Caielli, G;MOLLICA, RICCARDO
;
2019

Abstract

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< 270 m/s and 1300 5. The model has been tested and validated in the Quistello site, where liquefaction occurred during the 2012 Emilia earthquake. The validation of the proposed geophysical model for liquefaction susceptibility against the geotechnical one, calculated from CPTU, indicates the reliability of the proposed approach. This approach was extended to other sites affected by the 2012 seismic swarm. The study demonstrates that the geophysical susceptibility to liquefaction could be an indicator to support microzonation studies concerning the liquefaction proneness of extended areas.
Articolo in rivista - Articolo scientifico
Geophysical conceptual model; Geophysical site characterization; Liquefaction susceptibility; Quistello test site; Civil and Structural Engineering; Geotechnical Engineering and Engineering Geology; Soil Science
English
2019
116
130
144
none
de Franco, R., Caielli, G., Mollica, R., Norini, G., Aghib, F., Di Capua, A., et al. (2019). Geophysical characterization of liquefaction-prone areas: The Quistello test site, central Po Plain, Northern Italy. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 116, 130-144 [10.1016/j.soildyn.2018.10.001].
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/10281/211633
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