作者: Sara Amoroso , Giuseppe Di Giulio , Salomon Hailemikael , Giuliano Milana , Paola Monaco
DOI: 10.1007/978-3-319-09048-1_207
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摘要: An extensive geological, geotechnical and geophysical investigation was performed in L’Aquila city centre to restore Palazzo Centi, a historical building, damaged by the April 6, 2009 earthquake. This site consisted of punctual linear tests that allowed define detailed 3D model subsoil, irregularly affected some peculiar conditions characterized low variable values shear wave velocity V S near surface volume. In particular, thickness upper fine-grained residual soils probably determined different ground motion amplifications during main shock.