WAVE PROPAGATION THROUGH SOILS IN CENTRIFUGE TESTING
- 1 January 1998
- journal article
- research article
- Published by Taylor & Francis in Journal of Earthquake Engineering
- Vol. 2 (1) , 147-171
- https://doi.org/10.1080/13632469809350317
Abstract
Wave propagation phenomena in soils can be experimentally simulated using centrifuge scale models. An original excitation device (drop-ball arrangement) is proposed to generate short wave trains. Wave reflections on model boundaries are taken into account and removed by homomorphic filtering. Propagation is investigated through dispersion laws. For drop-ball experiments, spherical wave field analysis assuming linear viscoelasticity leads to a complete analytical description of wave propagation. Damping phenomena are examined and evaluated using this description.Keywords
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This publication has 8 references indexed in Scilit:
- RHEOLOGICAL INTERPRETATION OF RAYLEIGH DAMPINGJournal of Sound and Vibration, 1997
- Modeling Free‐Field Conditions in Centrifuge ModelsJournal of Geotechnical Engineering, 1990
- Seismic characteristics of the weight-dropping source.Journal of Physics of the Earth, 1990
- Dynamic stress wave reflections/attenuation: Earthquake simulation in centrifuge soil modelsEarthquake Engineering & Structural Dynamics, 1985
- Frictional attenuation: An inherent amplitude dependenceJournal of Geophysical Research, 1979
- A new phase unwrapping algorithmIEEE Transactions on Acoustics, Speech, and Signal Processing, 1977
- The complex envelope in seismic signal analysisBulletin of the Seismological Society of America, 1975
- Group VelocityIMA Journal of Applied Mathematics, 1965