Propagation of Leaky Rayleigh Waves across a Fracture along a Fluid-Solid Interface
Abstract:
Cubic samples of aluminum submerged in water were used in this study. The fractured sample was composed of two identical aluminum blocks (dimension: 102 mm x 102 mm x 61 mm), while the intact sample was measured around 102mm on edge. A contact piezoelectric shear-wave transducer (1MHz) was used as the source. A spherically-focused water-coupled compressional-wave transducer (1MHz) was used to receiver the radiated component of the leaky Rayleigh wave. Measurements were made for a range of normal stresses (0 – 6 MPa). For each loading condition, the receiver scanned a 60 mm x 20 mm region in 1 mm increments to map out the arriving wavefront as a function of time.
The measured waveforms at different depths from the intact reference sample were the same under different loading conditions. For the fractured sample, the following phenomenon were observed: (1) Prior to crossing the fracture, the velocity of the leaky Rayleigh wave did not change with stress; (2) After crossing the fracture, the velocity was lower than that measured above the fracture and the velocity increased as the stress increased from 0 to 6 MPa; (3) the amplitude of the leaky Rayleigh wave transmitted across the fracture increased with stress; (4) High frequency components experienced more attenuation than the low frequency components; (5) At high stress, the velocity of the leaky-Rayleigh wave approached that observed above the fracture. Correct interpretation of leaky-Rayleigh waves in fractured/faulted regions must account for time delays and attenuation caused by mechanical discontinuities.
Acknowledgments: This material is based upon work supported by the U.S. Department of Energy, Office of Science, Office of Basic Energy Sciences, Geosciences Research Program under Award Number (DE-FG02-09ER16022) and by the Geo-mathematical Imaging Group at Purdue University.
