Bulletin of the Seismological Society of America, Vol. 93, No. 1, pp. 253–263, February 2003 Laboratory Study on Scattering Characteristics of Shear Waves in Rock Samples by Yo Fukushima,* Osamu Nishizawa, Haruo Sato, and Masakazu Ohtake Abstract To understand the scattering characteristics of seismic shear waves in the Earth, a laboratory physical model experiment in ultrasonic frequency range was performed. By analyzing waveform envelopes and particle motions of shear waves in media with different correlation distance and fluctuation intensity, we studied the strength of scattered wave excitation and the distortion of shear-wave polarization as a function of ka (wavenumber times the correlation distance). We used gabbro and granite as media having different small-scale random heterogeneities. The granite we used contained preferred-oriented thin microcracks. The correlation distance a and the standard deviation of the fractional fluctuation of the shear-wave velocity e were estimated by fitting exponential-type autocorrelation functions. The estimated values were a ⳱ 0.84 mm and e ⳱ 8.1% for the gabbro, and a ⳱ 0.39 mm and e ⳱ 17.0% for the granite. Waveform measurements were performed in the frequency range 0.25–1 MHz, which roughly corresponds to ka as 0.25–1. Envelope broadening appeared when ka exceeds 0.4 for the granite and 1.4 for the gabbro. Shear-wave polarizations were distorted by scattering when ka exceeds 0.2 for the granite and 0.7 for the gabbro. The results on envelope broadening suggest the importance of large-angle scattering due to small-scale random heterogeneities and cracks in the envelope broadening, in addition to diffraction effects due to large-scale heterogeneities. The effect of aligned microcracks on scattering was also examined. It was found that scattering was prominent when shear wave propagates perpendicular to the aligned crack plane. Introduction Coda waves in seismograms of local earthquakes are mostly composed of back-scattered shear waves generated from random heterogeneities in the crust (Aki and Chouet, 1975). Excitation of scattered waves from distributed heterogeneities has been extensively investigated to unravel the structural characteristics of random heterogeneity in the Earth (e.g., Sato, 1984, 1989; Benites et al., 1997; Margerin et al., 2000). The random heterogeneities with scale lengths less than 1 km are observed in logging data of deep wells (e.g., Holliger, 1996; Shiomi et al., 1997), and those with characteristic scale lengths of a few kilometers are found in tomography with artificial seismic sources (e.g., Hammer et al., 1994) and by reflection surveys (e.g., Tittgemeyer et al., 1999). Distortion of first-arriving elastic-wave polarization also indicates random heterogeneity and has been investigated to characterize the heterogeneities in the crust (Sato and Matsumura, 1980; Matsumura, 1981; Nishizawa et al., 1983; Nishimura, 1996). The distortion provides additional information about random heterogeneity because the first-arriving waves are affected by forward scattering and diffraction due to the random heterogeneity around the seismic ray path. Nishizawa et al. (1983) investigated the particle motions of the first arrivals from microearthquakes and detected strong scattering in the region where microcracks were presumably created by water injection into hot crystalline rock. Fundamental studies about the excitation of scattered waves and the distortion of shear-wave polarization are necessary to understand the heterogeneities of the Earth’s interior. Many researchers have studied seismic-wave propagation in random heterogeneous media. The studies can be categorized into four different approaches: radiative transfer theory approaches and those with the Born approximation (e.g., Sato, 1984; Shang and Gao, 1988; Bal and Moscoso, 2000), an analytical approach using the parabolic approximation (Sato, 1989; Obara and Sato, 1995; Saito et al., 2002), numerical simulations (e.g., Frankel and Clayton, 1986; Hestholm et al., 1994; Hoshiba, 2000; Fehler et al., 2000), and laboratory experiments using physical models *Present address: Laboratoire “Magmas et Volcans,” Université Blaise Pascal, CNRS, 5, rue Kessler, 63038 Clermont-Ferrand Cedex, France. 253 254 (e.g., Vinogradov et al., 1989, 1992; Nishizawa et al., 1997). The radiative transfer approaches treat the propagation of energy packets. The analytical approach is established only for scalar-wave propagation. Most of the numerical simulations of random media are limited to the two-dimensional case so far, and it is still difficult to perform numerical simulations for three-dimensional media having short-wavelength random heterogeneities. Since the Earth’s crust contains random heterogeneities of broad scale lengths, it is important to study the elastic-wave propagation in threedimensional random media with different scale lengths. Nishizawa et al. (1997) and Scales and van Wijk (1999) utilized a laser Doppler vibrometer (LDV) to measure the elastic waves in ultrasonic frequency range. In comparison with the conventional piezoelectric transducers, a LDV has many advantages such as a flat frequency response in a broad band and detection of three-dimensional particle motions in an area as small as 50 microns (Nishizawa et al., 1997, 1998). Fundamental techniques of shear-wave measurements with a LDV were shown by Nishizawa et al. (1998). Using the same technique, Fukushima (2000) further measured the radiation patterns of piezoelectric transducers, both compressional- and shear-type sources, and compared the experimental results with theoretical calculations. By knowing the source radiation pattern and acquiring accurate waveforms, we can study the elastic-wave propagation in random media for different scale-length relationships between elastic wave and heterogeneity. Employing compressional-type sources of several hundred kHz to MHz range, Nishizawa et al. (1997) and Sivaji et al. (2001, 2002) made experiments to study scattering characteristics in random heterogeneous media with different characteristic scales; their experiments correspond to the ka (wavenumber times the correlation distance) range 0.1– 1. They observed strong coda-wave excitation when ka is close to 1. This is probably originated from large-angle scattering of shear waves produced from the compressional-type source (Tang et al., 1994; Fukushima, 2000). Because the scattering characteristics of compressional and shear waves are different, and because most of the coda-wave energy in seismograms consist of scattered shear waves (Shapiro et al., 2000), it is important to study shear-wave scattering by physical model experiments using shear sources. The present study is the first attempt to perform an experiment on scattering of shear waves in random heterogeneous media by measuring envelope broadening phenomena and waveform particle motions. The purpose is to investigate the scattering characteristics of shear waves in relation to the scale of heterogeneity and to obtain insights into the scattering characteristics of seismic shear waves in the Earth. As models of heterogeneous media, we selected natural rock samples of which heterogeneities are well characterized by analyzing the rock microstructures. Shear waves in the frequency range of 0.25–1 MHz are excited by a shear-type piezoelectric transducer, and three-component waveforms are recorded by using a LDV and analyzed. Y. Fukushima, O. Nishizawa, H. Sato, and M. Ohtake Experiments We basically follow the setting of the experiment used by Nishizawa et al. (1997). A shear-type piezoelectric transducer is attached on a surface of a sample as a source of elastic waves. A single-cycle sine wave is generated by a waveform synthesizer and amplified by an external amplifier. The electric signal is transmitted to the transducer to excite elastic waves. The transducer mainly excites shear wave (Fukushima, 2000). The vibration is detected by a LDV; LV-1300 is manufactured by Ono-Sokki Inc., Japan. The output velocity signal is A/D converted at a 40 nsec sampling rate with 12-bit resolution and stored on a computer hard disk. Because the signals of ultrasonic waves are as small as the electric noise level, signal averaging of repeated measurements is necessary to obtain a waveform with sufficient signal-to-noise ratio (Nishizawa et al., 1997). In this study, the waveforms averaged over 1000 measurements are used in the analyses. The samples are rectangular parallelepiped blocks of 300 mm ⳯ 300 mm ⳯ 80 mm (Fig. 1a). The source transducer is attached at the center of a 300 mm ⳯ 300 mm surface. The wave field is monitored at the opposite side of the block as shown in Figure 1. We use the same source for all the experiments. This source transducer is disk shaped (a) Observation Points 300 mm 300 mm y z x 80 mm (b) Aperture of the Array 80 mm 7 Transducer Figure 1. (a) Sketch of the sample and array configuration. A shear-type source is attached on one surface, and an circular array is located at the opposite side of the sample. We take the Cartesian coordinates of which the x axis is the polarization direction of the source and the z axis is normal to the sample surface. (b) The aperture of the array is determined in such a way that the array covers radiation angle of 7⬚. 255 Laboratory Study on Scattering Characteristics of Shear Waves in Rock Samples with 2.5 mm in radius, and it has 1-MHz characteristic frequency. The frequencies of the input sine wave are 0.25, 0.5, and 1 MHz. Three components of elastic-wave particle motions are measured for all the experiments. We follow the method developed by Nishizawa et al. (1998) that works as follows: First, we measure the vibrations in two directions, Ⳳ45⬚ with respect to the normal of the surface. Then, we decompose the obtained waveforms into the vertical and transverse directions. The vibration for the other transverse component can be obtained in the same manner by performing another set of two independent measurements in the perpendicular plane. Thus, a set of four independent measurements is made to obtain the three-component waveforms at one observation point. In order to focus the laser beam on the same point for the four different measurements, the observation surface is covered by a thin paper with holes of 0.5 mm in diameter, through which the laser beam is irradiated. Thus, a spatial resolution smaller than 0.5 mm is guaranteed. The holes compose a small-aperture circular array: one point at the center of the circle, and eight points along the circle. The polarization direction of the shear source is defined as the x direction, and the orthogonal direction parallel to the surface is defined as the y direction. The direction perpendicular to the surface is defined as the z direction (Fig. 1a). The aperture of the array is determined in such a way that the array covers a radiation angle of 7⬚ from the source (Fig. 1b), which makes the aperture of the array about 20 mm. The observation points are in the nodal direction of the compressional-wave radiation (Fukushima, 2000). Therefore, little compressional wave is expected to be recorded. (a) Tamura Gabbro (b) Oshima Granite Samples We use two rock samples: Tamura gabbro and Oshima granite, as models of heterogeneous media. Figure 2 shows the microstructures of the rock samples. The two rock samples apparently have the same order of grain sizes of about 1–3 mm. The gabbro consists mainly of two minerals: hornblende (dark) and plagioclase (light). The granite consists mainly of three minerals: biotite (dark), quartz (gray), and plagioclase (light). The mineral distributions for both rocks are assumed isotropic. We also use a steel block as a reference model representing a homogeneous medium. The gabbro has a very small microcrack density, whereas the granite contains preferred-oriented thin microcracks in quartz grains (Sano et al., 1992). The size of the microcracks is restricted by the grain size of quartz, thus the maximum microcrack length is about 3 mm. Long microcracks can be visually identified, but many invisible microcracks are likely to exist (Hadley, 1976). The plane that is parallel to most of the aligned microcrack planes is called the rift plane (Sano et al., 1992). Roughly speaking, Oshima granite has a transverse isotropy with respect to the rift plane. To investigate the difference in the scattering characteristics due to microcrack orientation, experiments were performed 10 mm Figure 2. Microstructures of the rock samples used in this study: (a) Tamura gabbro, (b) Oshima granite. on three different configurations of the shear-wave polarization with respect to the rift plane. They are denoted in this study as OS1, OS2, and OS3 as illustrated in Figure 3. In OS1 and OS2, the source is attached on the plane perpendicular to the rift plane. The polarization of the source in OS1 is parallel to the rift plane, and in OS2, it is perpendicular to the rift plane. In OS3, the source is attached on the plane parallel to the rift plane. We use the same sample for OS1 and OS2. Since the two granite samples, one for OS1 and OS2 and the other for OS3, were quarried from the same location, we can assume that the two samples have the same heterogeneity and microcrack distribution characteristics. Velocities and bulk densities for the used samples are listed in Table 1. Velocities were measured in the present experiment by using piezoelectric transducers as detectors because they were more efficient for this purpose. Sano et al. 256 Y. Fukushima, O. Nishizawa, H. Sato, and M. Ohtake (1992) reported orthorhombic velocity anisotropy in Oshima granite. However, compressional- and shear-wave velocities in axial directions of the orthorhombic symmetry are roughly grouped into two velocities, depending on the propagation and polarization directions with respect to the rift plane. Our measured values are consistent with their result. The shearwave velocity for OS1 is larger than that for OS2. This is the shear-wave splitting in cracked media (Crampin, 1981). (a) OS1 Statistical Characterization of Rock Heterogeneities (c) OS3 To investigate the effect of random heterogeneity on scattering characteristics of seismic waves, it is important to make statistical analysis on the random fluctuations of velocity or density of the media. Statistical character of random heterogeneity is described by the autocorrelation function (ACF) or the power spectral density function (PSDF) (Aki and Richards, 1980; Sato and Fehler, 1998). Spetzler et al. (2002) and Sivaji et al. (2001, 2002) investigated the ACF and PSDF of the compressional-wave velocity fluctuations in granitic rocks on the basis of microstructure analysis. In their analysis, the velocity fluctuations were obtained by substituting the appropriate velocity values to the distributed mineral grains. The same method is used here to characterize the rock heterogeneities. We examine the shear-wave velocity fluctuation on the assumption that scattering is mainly caused by shear-wave velocity contrasts between the mineral grains. The procedure of the analysis is described as follows: (1) obtaining gray-scale images (600 dot per inch) of a sample surface by an image scanner; (2) identifying the minerals by the darkness; (3) substituting the shear-wave velocity values appropriate for the mineral grains; (4) making velocity fluctuation by subtracting the mean velocity; (5) calculating the PSDFs of 20 onedimensional velocity fluctuation profiles, and obtaining the averaged PSDF; and (6) the ACF can be obtained by inverse Fourier transform of the PSDF. The major mineral ingredients are listed in Table 2 with the shear-wave velocities of the minerals. Hornblende and biotite have strong velocity anisotropy. The velocity anisotropy in Oshima granite disappears under high confining pressures, suggesting no significant preferred orientation of minerals (Sano et al., 1992). When assigning velocity values to each mineral grain, we change the velocities of hornblende and biotite by randomly selecting the velocity in the ranges shown in Table 2. These ranges were calculated from the Christoffel’s equation (Mavko et al., 1998). For the granite, the analysis is done on the surface perpendicular to the rift plane, but the result should not depend on the direction because the mineral distribution can be assumed isotropic (Sano et al., 1992). In Figures 4 and 5, the observed ACFs and PSDFs are shown by solid curves for Tamura gabbro and for Oshima granite, respectively. The observed ACFs are well approximated by the exponential-type ACF of one-dimensional form, (b) OS2 Rift Plane e lan P Rift Rift Plane Figure 3. Three different source configurations in the granite sample. Shear wave propagates parallel (OS1, OS2) and perpendicular (OS3) to the rift plane. (a) OS1; (b) OS2; (c) OS3. Table 1 List of the Elastic Parameters of the Samples Used in the Experiment* ST GB OS1 OS2 OS3 Vs Vp Bulk Density q(⳯103) 3.12 mm/ls 3.90 2.90 2.74 2.69 5.81 mm/ls 6.91 4.55 4.55 3.79 7.9 kg/m3† 3.0‡ 2.7§ 2.7§ 2.7§ *Shear-wave velocities (Vs) and compressional-wave velocities (Vp) are measured at a room pressure and a room temperature. Bulk densities are typical values for the samples. †National Astronomical Observatory of Japan (1999). ‡Birch (1961). §Sano et al. (1992). Table 2 List of the Shear-Wave Velocities for Mineral Composites Used in the Calculations of ACF Vs Tamura gabbro Hornblende Plagioclase 3.2–4.2 mm/ls† 3.4‡ Oshima granite Plagioclase Quartz Biotite 3.4‡ 4.1‡ 1.3–5.1† *The gabbro is approximated by a composite of hornblende and plagioclase, while the granite was approximated by a composite of plagioclase, quartz, and biotite. Hornblende and biotite have strong velocity anisotropy, thus the velocities for them were randomly selected from the range stated in the table, which were calculated from Christoffel’s equations. †Calculated from the elastic constants in Bass (1995). ‡Simmons and Wang (1971). 257 Laboratory Study on Scattering Characteristics of Shear Waves in Rock Samples (a) –3 R(x) ⳱ e2 exp(ⳮ|x|/a) Tamura Gabbro (1) x 10 ACF 6 where x is the spatial lag, a is the correlation distance, and e is the standard deviation of the fractional fluctuation of the shear-wave velocity. The observed ACFs are fitted to equation (1) (broken curves in Figs. 4a, and 5a) by the leastsquares method, and the values of a and e are estimated. The correlation distances a are estimated as 0.84 mm for the gabbro and 0.39 mm for the granite. The values for the gabbro is about twice as large as that for the granite, which suggests a larger-scale heterogeneity for the gabbro. Estimated e values are 8.1% for the gabbro and 17.0% for the granite. The one-dimensional Fourier transform of equation (1), namely, the PSDF of the exponential-type random heterogeneity, is given by the following equation: a = 0.84 mm ε = 8.1 % 4 2 0 0 10 PSDF [mm] 10 10 10 10 1 (b) –1 Lag [mm] 2 3 –2 –3 –4 P(k) ⳱ –5 1 10 0 10 1 10 2e2 a 1 Ⳮ k2 a2 (2) 2 10 where k is the wavenumber. The PSDFs calculated with the estimated a and e are additionally plotted by broken curves in Figures 4b and 5b. The observed ACF and PSDF generally agree well with the parameterized functions of equations (1) and (2), but the fall-off rates of the observed PSDF deviate from equation (2) to the upper side for large wavenumbers greater than 10 mmⳮ1 for the both rocks. This result suggests that the rocks are rich in small-scale heterogeneities (scale length less than 0.1 mm) compared to the exponential-type random heterogeneity. Wavenumber [1/mm] Figure 4. (a) Observed ACF for the fractional fluctuation of shear-wave velocity for the gabbro (solid curve) is fitted with an exponential-type ACF (broken curve) by the least-squares method. (b) Observed PSDF, the Fourier transform of the ACF, is plotted by a solid curve. The PSDF for the exponential-type ACF (broken curve) is also plotted by using the parameters estimated in (a). Results (a) Hereafter, we denote the experiments as ST, GB, OS1, OS2, and OS3 combined with the source frequencies in MHz shown in parentheses. ST and GB stand for steel and gabbro, respectively, and OS1, OS2, and OS3 stand for the three dif- Oshima Granite a = 0.39 mm ε = 17.0 % ACF 0.02 0.01 0 0 10 PSDF [mm] 10 10 10 10 (b) –1 1 Lag [mm] 2 3 –2 –3 –4 –5 1 10 0 10 1 10 Wavenumber [1/mm] Figure 5. Same as Figure 4, for the granite. 2 10 ferent experiments of the granite indicated in Figure 3. For example, ST(0.5) denotes an experiment in the steel block with 0.5 MHz source frequency. Figure 6 shows the filtered x-component waveforms observed at the nine observation points for all the experiments. This figure provides a general view of how the waveforms differ depending on sample heterogeneity, source frequency, and the shear-wave polarization with reference to the preferred orientation of microcracks. The bandpass filter we used is the second-order butterworth type having corner frequencies at two-thirds and four-thirds of the source frequency. In the following analysis, the same filter is applied to all the waveforms. The prominent phase observed at time around 30 ls is the direct shear wave. Another prominent phase is observed at around 80 ls in ST(0.25), ST(0.5), and GB(0.25). This is the double-reflected shear wave, which is first reflected from the observation surface, then reflected from the source surface, and finally observed at the observation surface. We see from Figure 6 that the granite pro- 258 Y. Fukushima, O. Nishizawa, H. Sato, and M. Ohtake 0.5 MHz 1.7 mm/s 1 MHz 2.7 mm/s 2.6 mm/s ST 0.25 MHz 2.7 mm/s 2.3 mm/s 1.6 mm/s 1.8 mm/s 0.9 mm/s 2.5 mm/s 1.5 mm/s 0.4 mm/s 1.8 mm/s 1.6 mm/s 0.7 mm/s OS3 OS2 OS1 GB 2 mm/s 0 50 100 Time [µs] 0 50 100 Time [µs] 0 50 100 Time [µs] Figure 6. Filtered x-component waveforms observed at all the observation points for all the experiments. duces more scattered waves compared to the gabbro in the cases of 0.5- and 1-MHz source frequencies. The excitation of scattered waves in OS3(1.0) is the most prominent. Figure 7 shows the filtered three-component waveforms observed at the center of the circular array for all the experiments. For ST, the amplitudes of the direct shear wave are smaller in the y and z components compared with that of the x component, showing very small distortion of the polarized shear wave. On the z component, weak compressional wave is identified at around 15 lsec for ST(0.5) and ST(1.0). This weak radiation is presumably suggesting a weak compressional-mode vibration of the transducer. By employing the source model of Tang et al. (1994), Fukushima (2000) tried to fit the observed amplitudes from the shear source to the calculated radiation patterns. They found that the source model of Tang et al. (1994) could explain the observed amplitudes for frequencies below 1 MHz but also found that the shear-wave amplitude is smaller than the calculated amplitude in 1 MHz when they assumed that the observed and calculated compressional-wave amplitudes agree. It suggests a difference of sensitivity between the vertical (z) and transverse (x, y) components in this frequency range. Taking this fact into account, amplitude analyses are only made on the transverse components. 259 Laboratory Study on Scattering Characteristics of Shear Waves in Rock Samples ST GB x y z OS2 x y z x y z OS3 x y z OS1 0.25 MHz x y z 0 0.5 MHz 1 MHz 1.7 mm/s 2.7 mm/s 2.6 mm/s 1.9 mm/s 1.8 mm/s 1.1 mm/s 1.2 mm/s 0.9 mm/s 0.5 mm/s 1.7 mm/s 1.5 mm/s 0.4 mm/s 1.4 mm/s 1.6 mm/s 0.5 mm/s 50 100 Time [µs] 0 50 100 Time [µs] 0 50 100 Time [µs] Figure 7. Filtered three-component waveforms observed at the center of the circular array, for all the experiments. Excitation of Scattered Waves We examine the scattered-wave excitation by analyzing the root mean square (rms) envelopes. Here, “mean” indicates the running time average. We calculated rms envelopes for each waveform in the following way: (1) calculating square amplitude; (2) averaging the square amplitude trace with a moving window of time length 5.0 lsec (MS envelope); and (3) calculating the square root of (2). Figure 8 shows the space-averaged x-component rms envelopes for all the experiments. They were calculated in the way that the MS envelopes of the nine observation points are first averaged, and then the square root of the outcome is taken. For the source frequency 0.25 MHz, the envelope shapes look similar to each other, whereas for the frequency 1 MHz, the direct shear waves are strongly attenuated through the rock samples (compare the amplitudes with those for 0.25 MHz), and scattered waves are excited by the heterogeneities in the rock samples. The amount of the scattered-wave excitation varies with the rock sample and the orientation of the granite. The strength of the excitation of scattered waves can be described by measuring the envelope width tq, which is defined by the lapse time from the onset of shear wave to the time when the rms envelope amplitude decreases to the half of its peak value (see Fig. 8). The envelope width was first introduced in the study to characterize the random heterogeneities in the crust (Sato, 1989; Obara and Sato, 1995). If we consider the same source-observation distance, tq depends on the intensity of velocity fluctuation and the characteristic scale length of random heterogeneity as well as the attenuation factor Qⳮ1 (Sato, 1989). We measured tq for examining the scattered-wave excitation with respect to the intensity of velocity fluctuation, scaled wavenumber ka (wavenumber times the correlation distance), and shearwave polarization with reference to microcrack orientation. The result looks clearer if we normalize tq by dividing by the value of ST at the corresponding frequency. Figure 9 shows the normalized tq values (hereafter we use tq for normalized tq) for the rock samples plotted against the scaled wavenumber ka. The symbols and the error bars indicate the average and the standard deviations of those obtained from the nine traces, respectively. For GB(0.25) and GB(0.5) (ka ⬃0.3 and 0.7), the tq values are nearly equal to 1. This means that the gabbro can be assumed as an equivalent homogeneous medium in this ka range. The value for GB(1.0) (ka ⬃1.4) becomes about 2, which indicates a considerable ex- 260 Y. Fukushima, O. Nishizawa, H. Sato, and M. Ohtake 0.25 MHz 0.5 MHz 1 MHz 0.5 ST 0.5 Spaceaveraged RMS Amplitude [mm/s] OS2 OS1 GB 0 0.5 0 tq 0 0.5 0.5 0.5 0 0 0.5 0.5 0 0 0.5 0.5 0 0 0.5 0.5 0 0.5 0 0.5 0 OS3 0.5 0 0 50 100 Time [µs] Figure 8. 15 50 100 Time [µs] 0 0 50 100 Time [µs] Space-averaged rms envelopes for all the experiments. pears at larger ka values in the gabbro (ka ⬃1.4) than in the granite (ka ⬃0.4). The difference may be attributed to the difference of the intensity of velocity fluctuation between the two rocks (e ⳱ 8.1% for the gabbro and e ⳱ 17.0% for the granite), and also to the high microcrack density in the granite. The tq value for OS3 is significantly larger than those for OS1 and OS2 at ka ⬃0.8 (1 MHz). It suggests that strong scattering appears when shear-wave incidence is normal to the crack plane. GB OS1 OS2 OS3 tq 10 0 0 5 Distortion of Shear-Wave Polarization 1 0 0 0.5 1 1.5 ka Figure 9. Plot of the normalized envelope width tq against ka for the rock samples. The symbols and the error bars indicate the average and the standard deviations of those obtained from the nine traces, respectively. citation of scattered waves at this ka. For the three granite experiments, the normalized envelope widths tq are close to 1 for ka ⬃0.2, indicating an equivalent homogeneous medium. The values increase in the range ka ⬃0.4 and 0.8, indicating a strong scattering medium. The boundary of equivalent homogeneous medium and scattering medium ap- In a homogeneous isotropic medium, compressional and shear waves are linearly polarized parallel and perpendicular to the propagating direction respectively, if the wave source is pure compression or pure shear. However, in a heterogeneous medium, particle motions are distorted and polarizations deviate from linear motions. Wave distortion can be characterized by tracing the trajectory of particle motions and determining the shape of the particle-motion spheroids. Several studies have been performed to investigate the underground scattering properties by analyzing the particle motions of seismic waves (Sato and Matsumura, 1980; Matsumura, 1981; Nishizawa et al., 1983; Nishimura, 1996). It is interesting to compare the distortion of shear-wave particle motions and the characteristics of random heterogeneities. Figure 10 shows the particle motions of the direct shearwave portion in the x-y plane at the center of the array, for all the experiments. The time window starts from the onset 261 Laboratory Study on Scattering Characteristics of Shear Waves in Rock Samples of the shear-wave packet (shown as a dot) and has a length of three cycles of the source sine wave (12 lsec for 0.25 MHz, 6 lsec for 0.5 MHz, and 3 lsec for 1 MHz). The polarization direction for GB(0.25) which is slightly different from the x axis is considered to be originated from a small misalignment of the source transducer from the x axis, but it does not seriously affect the results. For ST, the motions for the three source frequencies are all strongly polarized to the x axis. For GB, particle motions are gradually distorted from linear motions with increasing frequency. For the granite experiments, the particle motions deviate from linear motions in all frequency range. When the distortion of shear-wave polarization occurs, the ratio of the rms amplitudes of direct shear-wave portion between the y and x components can be an indicator of waveform distortion. Here we define the following ratio: v⳱ 冪 兺i Ayi2 , 2 A 兺i xi 0.25 MHz 0.5 MHz 1 0 0 –1 –1 –1 0 –2 –2 1 0 2 0.5 0 0 0 –1 –1 –0.5 GB 1 –1 0 1 –1 0 1 –0.5 0 0.5 0.5 0.5 0 0 0 –0.5 –0.2 –0.5 OS2 –0.5 0 0.5 1 0 0 –1 1 –1 –1 1 0 0 –1 0 1 As shown in the previous section, significant excitation of scattered waves was observed in envelope broadening phenomena when ka exceeds 1 for the gabbro and 0.4 for the granite (Fig. 9). This difference suggests that the validity limit of equivalent homogeneous approach depends on the fluctuation intensity and/or the existence of cracks. By observing the vertical component from compressional sources, 0.2 –0.5 1 Envelope Broadening –1 0 1 1 OS3 y [mm/s] Discussion 0 0 0.5 2.5 –0.2 0 0.2 GB OS1 OS2 OS3 2 0.2 0 1.5 –0.2 0 1 χ ST 1 MHz 2 1 OS1 (3) where Axi and Ayi are the rms amplitudes of the x and y components at time ti, respectively, and the summation 兺 is taken for the time window that is three times the cycle of the source sine wave from the onset. Since the x direction is the polarization direction of the source, large v indicates large deviation from a linear polarization of shear wave. When v ⳱ 1, it means that the same amount of energy is partitioned into the x and y components. Figure 11 shows the rms amplitude ratio v against ka for the rock samples. The symbols and the error bars stand for the average and the standard deviations of those obtained from the nine observation points, respectively. The average v values for ST are: 0.03 (0.25 MHz), 0.05 (0.5 MHz) and 0.13 (1 MHz). We see from Figure 11 that the values for the rock samples are all larger than the corresponding values of ST. The smallest value among the rock samples is 0.16 (GB(0.25)). In this case, the particle motions are almost identical to those for ST(0.25) (note the misalignment of the source that was mentioned above). For the three granite cases, the v values settle around 1 for ka ⬃0.8, indicating that the particle motions are completely distorted. The standard deviations show large values in OS2 (ka ⬃0.4) and OS3 (ka ⬃0.8). –0.2 0 0.2 1 0.2 0 0.5 –0.2 –1 –1 0 1 –1 –1 0 1 –0.2 0 0.2 x [mm/s] Figure 10. Particle motions of direct shear-wave portion in the x-y plane for all the experiments. The time window is set from the onset of the shear-wave packet and has a time length three times the cycle of the source sine wave. Black (solid) dots indicate the starting points of the particle motions. 0 0 0.5 1 ka Figure 11. Plot of the rms amplitude ratio v against ka for the rock samples. The symbols and the error bars indicate the average and the standard deviations of those obtained from the nine observation points, respectively. 1.5 262 Y. Fukushima, O. Nishizawa, H. Sato, and M. Ohtake Sivaji et al. (2002) found that scattered waves become strong and waveforms become more complicated in the range ka ⬎ 0.2–0.3. The present study of shear waves in the granite shows a similar result in terms of the relation between ka and the appearance of scattering. Envelope broadening is often found in field observations for the frequency range of 2–30 Hz. It has been explained by a model-based analytical approach on diffraction and/or multiple forward scattering due to long-wavelength components of velocity fluctuation (Sato, 1989; Obara and Sato, 1995; Fehler et al., 2000; Saito et al., 2002). These theoretical approaches are established in the framework of the parabolic approximation, which is valid for ka k 1; however, our results show that the envelope broadening happens even in the ka ⬃1 range in strong scattering media. Large angle scattering may play a major role in the present case because this type of scattering is expected instead of multiple forward scattering when the heterogeneity scale is comparable or smaller than the wavelength. The large tq in OS3 compared to those in OS1 and OS2 for ka ⬃0.8 can be explained qualitatively by the difference of scattering patterns of cracks. Neerhoff and van der Hijden (1984) and van der Hijden and Neerhoff (1984) theoretically investigated the scattering characteristics of shear waves by a plane crack of finite length for the kac values 1.5 and larger (ac is the crack half width). According to their result, backangle scattered energy becomes the largest when shear wave propagates perpendicular to the crack plane. In our experiments, OS3 corresponds to this case. If we assume that backangle scattering causes reverberation and thus leads to longer envelope width, our result is consistent with the theory. Distortion of Shear-Wave Particle Motion The distortion of shear-wave particle motions in the both rock samples appears in small ka where the envelope broadening indicates only weak scattering (Figs. 9 and 11). This means that shear-wave polarization is more sensitive to the heterogeneity than the envelope broadening. It might be mainly due to the preferred-oriented microcracks in the granite cases. The scattering strength indicated by the particlemotion analysis increases with ka, as in the envelope analysis. As ka becomes large, the averaged v values and the standard deviations of the values for OS2 and OS3 become larger than those for OS1. This indicates an influence of polarization direction with respect to the microcrack orientation. Our results show that distortion of shear-wave polarization is stronger in the slow shear wave (OS2, OS3) than in the fast shear wave (OS1). The envelope width tq at ka ⬃0.8 in OS3 shows a large value, indicating strong scattering. This corresponds to the large standard deviation of v at ka ⬃0.8 in OS3. It suggests large waveform fluctuation when shear wave propagates perpendicular to the aligned crack plane. Distortion of shear waves caused by scattering also affects the arrival-time measurements of the fast and slow shear waves. It was hard to detect the slow shear-wave ar- rival time from the particle motions in OS2 and OS3 because of the complication of the particle motions. Effect of scattering on measurements of shear-wave splitting is one of the important subjects left for future studies. Conclusion Scattering of shear waves is one of the major issues when we work on local earthquakes in frequencies higher than 1 Hz. The present study was the first experimental study to investigate the relationships between the scattering characteristics of shear waves and the characteristics of the random heterogeneous media. Envelope broadening appeared when ka exceeds 0.4 for the strong-fluctuation medium (e ⳱ 17.0%) with microcracks and 1.4 for the weak-fluctuation medium (e ⳱ 8.1%). The shear-wave polarization was distorted when ka exceeds 0.2 for the strong-fluctuation medium with microcracks and 0.7 for the weak-fluctuation medium. Appearance of scattered shear waves in a direction different from the source polarization was more prominent compared with the envelope broadening phenomena. Envelope broadening of shear waves in the Earth has been explained by a model that assumes diffraction and/or multiple forward scattering under the assumption of ka k 1. It was found in the present study that envelope broadening occurs even when ka ⬃1 in strong scattering media. Our experiments suggest the importance of large-angle scattering due to small-scale random heterogeneities and cracks for the envelope broadening in addition to diffraction effects due to large-scale heterogeneities. The effect of crack alignment in scattering was also found in both envelope broadening and distortion of shearwave polarization. The results suggest that scattering is prominent when shear wave propagates perpendicular to the aligned crack plane. Acknowledgments We would like to thank Dr. X. Lei of National Institute of Advanced Industrial Science and Technology for helping around the experimental apparatus, especially for the software environments. We would also like to thank Prof. Michael Fehler and the two anonymous reviewers for giving useful comments to improve the quality of this article. References Aki, K., and B. Chouet (1975). Origin of coda waves: source, attenuation and scattering effects, J. Geophys. Res. 80, 3322–3342. Aki, K., and P. G. Richards (1980). Quantitative Seismology: Theory and Methods, W. H. Freeman, San Francisco. Bal, G., and M. Moscoso (2000). Polarization effects of seismic waves on the basis of radiative transfer theory, Geophys. J. Int. 142, 571–585. Bass, J. D. (1995). Elasticity of minerals, glasses, and melts, in Mineral Physics and Crystallography: A Handbook of Physical Constants, American Geophysical Union, Washington, D.C., 45–63. Benites, A. R., P. M. Roberts, K. Yomogida, and M. Fehler (1997). Scattering of elastic waves in 2-D composite media. I. Theory and test, Phys. Earth Plant. Interiors 104, 161–173. 263 Laboratory Study on Scattering Characteristics of Shear Waves in Rock Samples Birch, F. (1961). The velocity of compressional waves in rocks to 10 kilobars, Part 2, J. Geophys. Res. 66, 2199–2224. Crampin, S. (1981). A review of wave motion in anisotropic and cracked elastic-media, Wave Motion 3, 343–391. Fehler, M., H. Sato, and L.-J. Huang (2000). Envelope broadening of outgoing waves in 2-D random media: a comparison between the Markov approximation and numerical simulations, Bull. Seis. Soc. Am. 90, 914–928. Frankel, A., and R. W. Clayton (1986). Finite difference simulations of seismic scattering: implications for the propagation of short-period seismic waves in the crust and models of crustal heterogeneity, J. Geophys. Res. 91, 6465–6489. Fukushima, Y. (2000). Laboratory study on scattering characteristics of shear waves in rock samples, M. Sc. Thesis, Tohoku University, Japan. Hadley, K. (1976). Comparison of calculated and observed crack densities and seismic velocities in westerly granite, J. Geophys. Res. 81, 3484– 3494. Hammer, P. T. C., L. M. Dorman, J. A. Hildebrand, and B. D. Cornuelle (1994). Jasper Seamount structure: seafloor seismic refraction tomography, J. Geophys. Res. 99, 6731–6752. Hestholm, S. O., E. S. Husebye, and B. O. Ruud (1994). Seismic wave propagation in complex crust-upper mantle media using 2-D finitedifference synthesis, Geophys. J. Int. 118, 643–670. Holliger, K. (1996). Upper-crustal seismic velocity heterogeneity as derived from a variety of P-wave sonic logs, Geophys. J. Int. 125, 813–829. Hoshiba, M. (2000). Large fluctuation of wave amplitude produced by small fluctuation of velocity structure, Phys. Earth Planet. Interiors 120, 201–217. Margerin, L., M. Campillo, and B. V. Tiggelen (2000). Monte Carlo simulation of multiple scattering of elastic waves, J. Geophys. Res. 105, 7873–7892. Matsumura, S. (1981). Three-dimensional expression of seismic particle motions by the trajectory ellipsoid and its application to the seismic data observed in the Kanto district, Japan, J. Phys. Earth 29, 221– 239. Mavko, G., T. M. Mukerji, and J. Dvorkin (1998). The Rock Physics Handbook: Tools for Seismic Analysis in Porous Media, Cambridge University Press, New York, 1998. National Astronomical Observatory of Japan (Editors) (1999). Chronological Scientific Tables (Rika Nenpyo), Maruzen Co., Ltd., Tokyo. Neerhoff, F. L., and J. H. M. T. van der Hijden (1984). Diffraction of elastic waves by a sub-surface crack (anti-plane motion), J. Sound Vibration 93, 523–536. Nishimura, T. (1996). Horizontal layered structure with heterogeneity beneath continents and island arcs from particle orbits of long-period P waves, Geophys. J. Int. 127, 773–782. Nishizawa, O., C. Pearson, and J. Albright (1983). Properties of seismic wave scattering around water injection well at Fenton Hill hot dry rock geothermal site, Geophys. Res. Lett. 10, 101–104. Nishizawa, O., T. Satoh, and X. Lei (1998). Detection of shear wave in ultrasonic range by using a laser Doppler vibrometer, Rev. Sci. Instrum. 69, 1–2. Nishizawa, O., T. Satoh, X. Lei, and Y. Kuwahara (1997). Laboratory studies of seismic wave propagation in inhomogeneous media using a laser Doppler vibrometer, Bull. Seism. Soc. Am. 87, 809–823. Obara, K., and H. Sato (1995). Regional differences of random inhomogeneities around the volcanic front in the Kanto-Tokai area, Japan, revealed from the broadening of S wave seismogram envelopes, J. Geophys. Res. 100, 2103–2121. Saito, T., H. Sato, and M. Ohtake (2002). Envelope broadening of spherically outgoing waves in three-dimensional random media having power-law spectra, J. Geophys. Res. 107, 10.1029/2001JB000264. Sano, O., Y. Kudo, and Y. Mizuta (1992). Experimental determination of elastic constants of Oshima granite, Barre granite, and Chelmsford granite, J. Geophys. Res. 97, 3367–3379. Sato, H. (1984). Attenuation and envelope formation of three-component seismograms of small local earthquakes in randomly inhomogeneous lithosphere, J. Geophys. Res. 89, 1221–1241. Sato, H. (1989). Broadening of seismogram envelopes in the randomly inhomogeneous lithosphere based on the parabolic approximation: Southeastern Honshu, Japan, J. Geophys. Res. 94, 17,735–17,747. Sato, H., and M. C. Fehler (1998). Seismic Wave Propagation and Scattering in the Heterogeneous Earth, Springer-Verlag, New York. Sato, H., and S. Matsumura (1980). Three-dimensional analysis of scattered P waves on the basis of the PP single isotropic scattering model, J. Phys. Earth 28, 521–530. Scales, J. A., and K. van Wijk (1999). Multiple scattering attenuation and anisotropy of ultrasonic surface waves, Appl. Phys. Lett. 74, 3899– 3901. Shang, T., and L. Gao (1988). Transportation theory of multiple scattering and its application to seismic coda waves of impulsive source, Scientia Sinica (series B, China) 31, 1503–1514. Shapiro, N. M., M. Campillo, L. Margerin, S. K. Singh, V. Kostoglodov, and J. Pacheco (2000). The energy partitioning and the diffusive character of the seismic coda, Bull. Seism. Soc. Am. 90, 655–665. Shiomi, K., H. Sato, and M. Ohtake (1997). Broad-band power-law spectra of well-log data in Japan, Geophys. J. Int. 130, 57–64. Simmons, G., and H. Wang (1971). Single Crystal Elastic Constants and Calculated Aggregate Properties: a Handbook, M.I.T. Press, Cambridge, Massachusetts. Sivaji, C., O. Nishizawa, and Y. Fukushima (2001). Relationship between fluctuations of arrival time and energy of seismic waves and scale length of heterogeneity: an inference from experimental study, Bull. Seism. Soc. Am. 91, 292–303. Sivaji, C., O. Nishizawa, G. Kitagawa, and Y. Fukushima (2002). A physical-model study of the statistics of seismic waveform fluctuations in random heterogeneous media, Geophys. J. Int. 148, 1–27. Spetzler, J., C. Sivaji, O. Nishizawa, and Y. Fukushima (2002). A test of ray theory and scattering theory based on a laboratory experiment using ultrasonic waves and numerical simulations by finite-difference method, Geophys. J. Int. 148, 165–178. Tang, X. M., Z. Zhu, and M. N. Toksöz (1994). Radiation patterns of compressional and shear transducers at the surface of an elastic halfspace, J. Acoust. Soc. Am. 95, 71–76. Tittgemeyer, M., F. Wenzel, T. Ryberg, and K. Fuchs (1999). Scales of heterogeneities in the continental crust and upper mantle, Pure Appl. Geophys. 156, 29–52. van der Hijden, J. H. M. T., and F. L. Neerhoff (1984). Scattering of elastic waves by a plane crack of finite width, J. Appl. Mech. 106, 646–651. Vinogradov, S. D., P. A. Troitskiy, and M. S. Solov’yeva (1989). Influence of fracturing and stresses on the propagation of elastic waves, Izv. Earth Phys. 25, 293–303. Vinogradov, S. D., P. A. Troitskiy, and M. S. Solov’yeva (1992). Study of propagation of elastic waves in medium with oriented cracks, Izv. Earth Phys. 28, 367–384. Department of Geophysics Graduate School of Science Tohoku University Aoba-ku, Sendai, 980-8578, Japan (Y.F.) National Institute of Advanced Industrial Science and Technology Central 7, 1-1-1 Higashi Tsukuba, 305-8567, Japan (O.N.) Department of Geophysics Graduate School of Science Tohoku University Aoba-ku, Sendai, 980-8578, Japan (H.S., M.O.) Manuscript received 1 March 2002.
© Copyright 2026 Paperzz