4.7 Article

InterPACIFIC project: Comparison of invasive and non-invasive methods for seismic site characterization. Part I: Intra-comparison of surface wave methods

期刊

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
卷 82, 期 -, 页码 222-240

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.soildyn.2015.12.010

关键词

Surface-wave methods; Dispersion curve; Inversion; V-s,V-30; Site characterization; MASW; Microtremors; Rayleigh waves; Geophysical methods

资金

  1. Research and Development Program SIGMA - EdF (France)
  2. Research and Development Program SIGMA - Areva (France)
  3. Research and Development Program SIGMA - CEA (France)
  4. Research and Development Program SIGMA - ENEL (Italy)
  5. CASHIMA project - CEA (France)
  6. CASHIMA project - ILL (France)
  7. CASHIMA project - ITER (France)
  8. Politecnico di Torino
  9. Italian Civil Protection Agency
  10. University of Texas
  11. U.S. National Science Foundation (NSF) Grant [CMMI-1261775]
  12. ReLUIS 2 project
  13. Div Of Civil, Mechanical, & Manufact Inn
  14. Directorate For Engineering [1261775] Funding Source: National Science Foundation

向作者/读者索取更多资源

The main scope of the InterPACIFIC (Intercomparison of methods for site parameter and velocity profile characterization) project is to assess the reliability of in-hole and surface-wave methods, used for estimating shear wave velocity. Three test-sites with different subsurface conditions were chosen: a soft soil, a stiff soil and a rock outcrop. This paper reports the surface-wave methods results. Specifically 14 teams of expert users analysed the same experimental surface-wave datasets, consisting of both passive and active data. Each team adopted their own strategy to retrieve the dispersion curve and the shear-wave velocity profile at each site. Despite different approaches, the dispersion curves are quite in agreement with each other. Conversely, the shear-wave velocity profiles show a certain variability that increases in correspondence of major stratigraphic interfaces. This larger variability is mainly due to non-uniqueness of the solution and lateral variability. As expected, the observed variability in V-s,V-30 estimatesis small, as solution non-uniqueness plays a limited role. (C) 2015 Elsevier Ltd. All rights reserved.

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