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- W2010211099 abstract "It is well known that the deformation behaviour of soil is nonlinear, and the shear modulus and damping or attenuation vary significantly with the amplitude of the shear strain. In the dynamic response analysis of ground, the small strain (<10 -4) shear modulus and damping as determined from elastic wave velocity and attenuation are the key parameters. Laboratory tests for such low-strain dynamic properties suffer from the fact that undisturbed samples, particularly for cohesionless, sandy soils, are difficult and expensive to obtain. In-situ, smallstrain damping in soil has traditionally been determined by the geotechnical engineers from the decay of speetral amplitude of the seismic shear waves generated at the surface and measured at various depths within a borehole. Although this provides a reasonably accurate estimate of damping, the information is restricted to the borehole location. Being motivated by the recent progress in the development of hardware specially dedicated to high-frequency seismic surveys for engineering applications, we have considered the possibility of application of the shallow, seismic reflection method to obtain an estimate of the lateral variation of the effective damping of shear waves in the soft soil." @default.
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- W2010211099 date "2002-01-01" @default.
- W2010211099 modified "2023-09-26" @default.
- W2010211099 title "Combined high resolution magnetics and GPR surveys of the roman town Flavia Solva" @default.
- W2010211099 doi "https://doi.org/10.3997/2214-4609.201406163" @default.
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