InterPACIFIC project: Comparison of invasive and non-invasive methods for seismic site characterization. Part I: Intra-comparison of surface wave methods
Creators
- 1. Politecnico di Torino, Torino, (Italy)
- 2. French Alternative Energies and Atomic Energy Commission - CEA, Cadarache, Saint-Paul-lez-Durance, (France)
Description
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 VS.30 estimates is small, as solution non-uniqueness plays a limited role. (authors)
Availability note (English)
Available from doi: http://dx.doi.org/10.1016/j.soildyn.2015.12.010Additional details
Identifiers
Publishing Information
- Journal Title
- Soil Dynamics and Earthquake Engineering (1984)
- Journal Volume
- 82
- Journal Page Range
- p. 222-240
- ISSN
- 0267-7261
INIS
- Country of Publication
- United Kingdom
- Country of Input or Organization
- France
- INIS RN
- 50033317
- Subject category
- S58: GEOSCIENCES;
- Descriptors DEI
- EARTHQUAKES; GEOPHYSICS; RAYLEIGH WAVES; RELIABILITY; SHEAR; SURFACES; VELOCITY
- Descriptors DEC
- PHYSICS; SEISMIC EVENTS
Optional Information
- Notes
- 98 refs.