ON THE PHASE SPEED AND ATTENUATION OF AN INTERFACE WAVE IN AN UNCONSOLIDATED MARINE SEDIMENT

The phase speed and attenuation of the interface wave at the seawater–sediment boundary are obtained by solving the characteristic equation for one of its complex roots. The characteristic equation itself is derived on the basis of a recently developed theory of wave propagation in porous media. Central to the theory is the stress relaxation that occurs when mineral grains slide against one another during the passage of a seismic wave. This type of stress relaxation is characterized by material response functions for compressional and shear waves of the form h(t)∝t−n, where t is time since the sliding began and n is a small positive number. The phase speed of the interface wave relative to that of the shear wave depends weakly on the grain size, increasing from about 85% for fine-grained silts and clays to 90% for coarse sands. The loss tangent of the interface wave, βi, is found to be independent of the mechanical properties (grain size, porosity, and density) of the sediment, and is the same as that for...

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