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Russian Geology and Geophysics

2009 year, number 8

Strain amplitude-dependent attenuation of P and S waves in dry and water-saturated sandstone under confining pressure

E.I. Mashinskii
Trofimuk Institute of Petroleum Geology and Geophysics, Siberian Branch of the RAS, 3 prosp. Akad. Koptyuga, Novosibirsk, 630090, Russia
Keywords: anelasticity; nonlinear stress-strain relation; hysteresis; anelastic seismic parameters; relaxation spectra; strain amplitude dependence of wave velocity and attenuation
Pages: 726-731

Abstract

The dependence of P - and S -wave attenuation on strain amplitude and frequency has been studied experimentally in dry and water-saturated sandstone samples under a confining pressure of 20 MPa. Attenuation of P and S reflections was measured at a frequency of 1 MHz in a strain range of ε ~ (0.3—2.0) ·10–6. The measured P -wave attenuation ( QP–1) in dry sandstone and S -wave attenuation ( QS–1) in dry and saturated samples turned out to be inversely proportional to strain amplitude while QP–1 in saturated sandstone showed no strain dependence. The frequency-dependent attenuation spectra in dry and saturated sandstone differed considerably in S waves but were generally similar for P reflections. Strain amplitude variations were found out to influence the frequency dependence of attenuation and to shift the relaxation spectra of S waves toward high frequencies relative to those of P waves. As strain increased, the S -wave attenuation peak in saturated sandstone became notably (to 40%) narrower. The unusual strain amplitude-dependent behavior of attenuation may be due to joint action of viscoelastic and microplastic mechanisms. The reported results may be useful for improving geological interpretation of acoustic and seismic data.