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Seismotectonics in the Tanzawa Mountains area in the Izu-Honshu collision zone of central Japan, as revealed by precisely determined hypocenters and focal mechanisms
Earth, Planets and Space volume 64, pages 269–277 (2012)
Abstract
We investigate the detailed distribution of hypocenters and focal mechanisms beneath the Tanzawa Mountains, central Japan, where the Izu-Bonin arc has collided into the central part of the Honshu arc. Remarkable differences are found to exist between the hypocenter distributions in the western and eastern parts. The hypocenters of earthquakes in the eastern part tend to be distributed in a horizontal zone, whereas those in the western part are distributed in a volume. The focal mechanisms in the eastern part are right-lateral reverse faulting mechanisms, and one of the nodal planes is consistent with the geometry of the Philippine Sea (PHS) plate in the region. These results suggest that most earthquakes in the eastern part occur along the upper surface of the subducting PHS plate. In contrast, the focal mechanisms in the western part, especially deep in the western part, exhibit a different feature. The stress states in these two regions are found to be significantly different. The maximum and minimum principal stress axes in the eastern part are slightly inclined, whereas those in the western part are oriented in approximately the vertical and horizontal directions, respectively. The stress field in the eastern part may be caused by a slab pull force induced from the deeper part of the subducted plate.
1. Introduction
The Tanzawa Mountains are located in the Izu-Honshu collision zone, where the Izu Bonin arc on the Philippine Sea (PHS) plate has been colliding into Honshu island on the Eurasian plate. The Tanzawa Mountains are thought to be fragments of the Izu-Bonin arc that have accreted onto the Honshu block. Several tectonic faults, such as the Tonoki-Aikawa Tectonic Line and the Kozu-Matsuda Fault have developed around the area (e.g., Taira et al., 1998; Arai et al., 2009). The configuration of the subducting PHS plate in and around this region has been estimated based on the hypocenter distribution, S-P converted waves, seismic velocity tomography, and the seismic profile (e.g., Ishida, 1992; Iidaka et al., 1990; Tsumura et al., 1993; Matsubara et al., 2005; Sato et al., 2005). Kobayashi and Koketsu (2005) estimated that the rupture of the 1923 great Kanto earthquake extended to the region beneath the Tanzawa Mountains.
The seismicity beneath the Tanzawa Mountains is particularly high (e.g., Noguchi and Yoshida, 1991). Yoshida (1993) found that the characteristics of the hypocenter distribution are different between the western and eastern parts of the region. However, the relationship between the subducting process of the PHS plate and the seismicity in the region is not well understood. One of the critical problems is whether the seismicity beneath the Tanzawa Mountains is caused by the subduction process of the PHS plate or by the collision between the Izu and Honshu blocks. In order to solve the seismotectonic problem, it is necessary to determine the hypocenters and focal mechanisms precisely. We relocated the hypocenters of the earthquakes that occurred under the Tanzawa Mountains based on the double-difference relocation method (DD method) (Waldhauser and Ellsworth, 2000) using the differential arrival times obtained by both manual picking and waveform cross-correlation analysis. We determined the focal mechanism from the absolute P- and SH-wave amplitudes by adding the P-wave polarities. Furthermore, we analyzed the characteristics of the stress field using the stress inversion method.
2. Data and Method
We used data from 107 permanent online stations operated by the Hot Springs Research Institute of Kanagawa Prefecture (HSRI), National Research Institute for Earth Science and Disaster Prevention (NIED) Hi-net (Obara et al., 2005), and the Japan Meteorological Agency (JMA) (Fig. 1). We analyzed approximately 4,500 earthquakes that occurred in the rectangular region shown in Fig. 1, during the period from January 1, 2001 through June 1, 2008. The magnitudes of these earthquakes range from 0.5 to 5.0. The P- and S-wave arrival times, the P-wave polarities, and the maximum amplitudes were picked manually.
2.1 Hypocenter relocation using the DD method
In order to determine the initial hypocenters for the DD relocation, we used the one-dimensional velocity structure in the Tanzawa region estimated by Hiraga (1987). We applied the P- and S-wave arrival times at stations within a distance of 80 km from each epicenter to the hypomh algorithm (Hirata and Matsu’ura, 1987). The DD method was applied to the double-difference data using these initial hypocenters. The differential arrival times for the manually picked P- and S-waves were 548,454 and 494,403 pairs, respectively. We also used the differential arrival times obtained by the waveform cross-correlation analysis. The correlation measurements were conducted using the velocity waveform of a 0.75-s time window and a 3–20 Hz bandpass filter, including the manually picked P -or S-wave arrival times. We used only double-difference data with normalized cross-correlation coefficients 0.80. Adopting this threshold, we obtained cross-correlation data containing 186,933 P-wave observations and 87,581 S-wave observations. Using both the manually picked and cross-correlation data, 96% of the earthquakes were relocated. After the application of the DD method, the root mean square (RMS) of the double-difference time residual decreased from 192 ms to 130 ms for the manually picked data and from 87 ms to 6 ms for the cross-correlation data.
In order to assess the uncertainty in the hypocenter location, we applied the bootstrap resampling method (Shearer, 1997; Waldhauser and Ellsworth, 2000) to all of the relocated events. As a result, the average relative location errors were 0.017 km in the EW direction, 0.015 km in the NS direction, and 0.023 km in the depth direction for the earthquakes that were relocated using both the manually picked and cross-correlation data. These events correspond to 68% of all relocated earthquakes. For the events that were relocated using only the manually picked data, the average location errors were 0.123 km in the EW direction, 0.106 km in the NS direction, and 0.188 km in the depth direction.
2.2 Focal mechanism determination
In order to improve the reliability of the focal mechanism solution, we used the absolute amplitudes of the P-and SH-waves as well as the P-wave polarities. We determined the spectral level and the corner frequency by fitting the Ω2 model (Boatwright, 1978) with an attenuation correction following the method of Ide et al. (2003), after correcting for the instrument response. We estimated the observed amplitude from the spectral level. The best-fitting focal mechanism solution for each event was determined by minimizing the residual between the observed and theoretical amplitudes. A grid search approach was used to determine the strike, dip, and rake angles at 5° intervals. We obtained the focal mechanism solutions for 822 events that satisfied the following two conditions: (1) the number of P -wave polarities was ≥ 12 and (2) the magnitude of the event was ≤3.0. In order to calculate the azimuth and take-off angle of the focal mechanisms, we used the relocated hypocenter locations. Then, we applied the amplitude station corrections, according to the procedure reported by Imanishi et al. (2006). We estimated the uncertainty in the focal mechanism solution from the standard deviation of the rotation angles (Kagan, 1991) between the best-fitting solution and all of the solutions for which the residual was less than 1.1 times the minimum residual. The average error of all of the focal mechanisms was 6°. For earthquakes having magnitudes greater than 3.0, we used the moment tensor solutions of the NIED F-net catalog. Variance reductions (VRs) of the moment tensor solutions used in the present study are greater than 70%. According to Fukuyama et al (1998), a moment tensor solution with a VR of greater than 70% is reliable. The error for P - and T -axes is generally within 5°.
3. Distribution of Hypocenters and Focal Mechanisms
3.1 Relocated hypocenter distribution
Figure 2 shows the epicenter distribution of the relocated hypocenters in and around the Tanzawa Mountains. The earthquakes beneath the Tanzawa Mountains (defined as the Tanzawa region) are distributed in the depth range from 10 km to 30 km. The seismicity at Mount Hakone (Fig. 2) represents shallow swarm earthquakes associated with the geothermal activity of Hakone volcano (e.g., Yukutake et al, 2010). In order to clarify the relation between the seismicity in the Tanzawa region and the subducting PHS plate, we show depth sections of the hypocenters in Fig. 3 for the rectangle areas along lines A–B, C–D, and E–F shown in Fig. 2. The direction of these depth sections is approximately parallel to the strike of the upper surface of the PHS plate under the Tanzawa region, as estimated in previous studies (e.g., Ishida, 1992; Sato et al., 2005).
We found that the characteristics of the hypocenter distribution differ between the eastern and western parts of the Tanzawa region. In the eastern part, the earthquakes appear to be distributed within a horizontal zone. (We defined this area as Region A, as indicated by the broken-line rectangles in Fig. 3). On the other hand, in the western part, the earthquakes are distributed in a volume of approximately 10 km × 10 km×10 km. (We defined this block as Region B.) The feature of the scattered distribution appears clearly in depth sections C–D and E–F (Fig. 3). Note that the focal mechanisms of major earthquakes in the Tanzawa region are thrust or right-lateral reverse faulting type mechanisms (Fig. 2). The P -axes range from the NW-SE to NNW-SSE directions. One of the nodal planes of these focal mechanisms in Region A appears to be consistent with the horizontal alignment of the hypocenter distribution (Fig. 3).
3.2 Detailed spatial distribution of focal mechanisms
In order to investigate the detailed features in the spatial distribution of the focal mechanisms, we estimated representative reference focal mechanisms. The reference mechanism and a comparison of the reference mechanism and the observed mechanisms provide important information concerning the characteristics of the focal mechanism distribution in the study region. We used the Kagan angle (Kagan, 1991) to evaluate the similarity between the reference and observed focal mechanisms. The reference focal mechanism minimizes the sum of squares of the Kagan angles between the reference and observed focal mechanisms. We sought the best reference focal mechanism using a grid search for the pole of the nodal plane and the rake angle using 10° grid intervals. We estimated the reference mechanisms of earthquakes in Region A (Reference mechanism A).
Figure 4(a) and Table 1 show Reference mechanism A and its fault parameters for the nodal planes, respectively. Reference mechanism A is a right-lateral reverse fault having a nodal plane dipping slightly to the NNE-SSE direction. The focal mechanism is classified as ‘other’ type according to the definition of Frohlich (1992). The strike and dip angle of one of the nodal planes for Reference mechanism A are consistent with the geometry of the PHS plate in the eastern part of the Tanzawa region (e.g., Ishida, 1992; Sato et al., 2005) and the fault parameters of the 1923 Kanto Earthquake (Matsu’ura et al., 1980; Kobayashi and Koketsu, 2005). The rake angle of Reference mechanism A is also consistent with the relative motion of the PHS plate with respect to the Eurasian plate in the Kanto region (Seno, 1993).
Figures 5(a)–(c) show the spatial distribution of the Kagan angles between Reference mechanism A and the observed focal mechanisms on depth sections A–B, C–D, and E–F, respectively. The frequency distributions of the Kagan angles for earthquakes that occurred in Regions A and B are indicated in Fig. 6(a). The Kagan angles are small for many of the focal mechanisms that occurred in Region A (Figs. 5(a) and (b)). In fact, the Kagan angles for most of the earthquakes in Region A are less than 40° (Fig. 6(a)). On the other hand, the Kagan angles for a number of focal mechanisms in Region B, especially in the deep part of Region B, are rather large (Figs. 5(a)–5(c)), although several focal mechanisms in the shallow part of Region B on depth sections A–B and C–D exhibit small Kagan angles. A feature of bimodal peaks is observed in the frequency distribution of the Kagan angle in Region B (Fig. 6(a)). The peak of large Kagan angles around 60° corresponds to the earthquakes that occurred in the deep part of Region B. These results indicate that at least the focal mechanisms in this part differ substantially from those in Region A.
In order to clarify the focal mechanisms in the deep part of Region B, we divided Region B into two subregions, Regions B-1 and B-2, based on the focal mechanism distribution shown in Figs. 5(a)–(c). Using the same procedure for Region A, we estimated the reference focal mechanism (Reference mechanism B) for the earthquakes in Region B-2. Figure 4(b) and Table 1 show Reference mechanism B and its fault parameters for the nodal planes, respectively. Reference mechanism B is a focal mechanism having a nodal plane dipping to the WNW-ESE direction, which is classified as a thrust type mechanism according to the definition of Frohlich (1992). A number of the earthquakes in Region B have focal mechanisms with small Kagan angles from Reference mechanism B (Figs. 5(d)–(f)). The Kagan angles from Reference mechanism B are less than 40° for many of the earthquakes in Region B (Fig. 6(b)). The peak at the Kagan angle of 50° from Reference mechanism B in Region B represents the earthquakes that occurred in Region B-1 (Figs. 5(a) and (b)).
4. Stress Inversion
We quantitatively analyzed the stress fields, using the stress inversion method developed by Horiuchi et al. (1995). The directions of the principal stress and the stress ratio R = (σ1 − σ2)/(σ1 - σ3), where σ1, σ2, and σ3 are the maximum, intermediate, and minimum principal stress, respectively, are estimated directly from the P-wave polarity data. Using the P-wave polarity data to determine the stress parameters, we could avoid a priori selection of the fault plane between two nodal planes and evaluate the uncertainties in the stress parameters more accurately than by using the stress inversion method based on data of the focal mechanisms. In the analysis, we used only data for which the number of inconsistent polarities for the best focal mechanism was less than two. We performed a grid search for the direction of the principal stress axes with 10° intervals and for R with 0.025 intervals. We repeated the grid search in order to determine the best solutions of the principal stress axis directions with 2° grid intervals in the vicinity of the principal stress axis obtained by the first grid search. We estimated the uncertainty for each stress parameter by performing 2,000 bootstrap resamplings (Michael, 1987) of the entire data set within each region.
Figures 7(a) and (b) show the results of the stress inversion analysis for Regions A and B, respectively. The azimuths of the σ1 axes in both regions range from the NW-SE direction to the NNW-SSE direction, and R is approximately 0.6. The σ3 axes in Region B are approximately in the vertical direction, which is considered to reflect the dominance of thrust type earthquakes as represented by Reference mechanism B. In general, the results of the stress inversion are consistent with the regional stress field around the Tanzawa region estimated in previous studies (e.g., Townend and Zoback, 2006).
On the other hand, a small but significant difference appears in the stress field between Regions A and B. While the plunges of the σ1 and σ3 axes in Region B are closer to the horizontal and vertical directions, respectively, those in Region A are both inclined slightly. The stress state in Region A reflects Reference mechanism A, which has a larger strike-slip component than Reference mechanism B. In order to quantitatively evaluate whether the plunge of the σ1 axis differs between the two regions, we calculated the probability density function of the difference in the plunge of the σ1 axis following the method developed by Michael (1987). In this method, the probability density function can be estimated by comparing 2,000 bootstrap results in the two regions. The confidence that the rotation angle of the σ1 plunge between Regions A and B is greater than 0° is 97%. Therefore, the difference of the plunge of the σ1 axis is considered to be statistically significant with a confidence level greater than 95%.
Since focal mechanisms with small Kagan angles from Reference mechanism A are observed in the shallow part of Region B (Region B-1 in Figs. 5(a) and (b)), the stress field in the region may be similar to that in Region A. Figures 7(c) and (d) show the stress inversion results for Regions B-1 and B-2. The best stress parameters and their 95% confidence regions are similar to those in Region B. Moreover, the 95% confidence regions in Regions B-1 and B-2 overlap each other. These results suggest that the stress field does not differ significantly within Region B, although several focal mechanisms similar to Reference mechanism A are observed in the shallow part of Region B.
5. Discussion
We found that the earthquakes in Region A tend to be distributed within a horizontal zone (Fig. 3) that is approximately parallel to the upper surface of the PHS plate. One of the nodal planes of Reference mechanism A is in agreement with the upper surface geometry of the PHS plate in the eastern part of the Tanzawa region estimated in previous studies (e.g., Ishida, 1992; Sato et al., 2005) and the fault parameters of the 1923 Kanto earthquake (e.g., Matsu’ura et al., 1980). The rake angle of Reference mechanism A is consistent with the relative plate motion (Seno, 1993). Most of the earthquakes in Region A have small Kagan angles from Reference mechanism A (Fig. 6(a)). These results strongly suggest that earthquakes occur in Region A, reflecting the subduction process of the PHS plate.
The seismic velocity tomography revealed that a low-velocity wedge exists between the Tanzawa Mountains and Mount Hakone (Nakamichi et al., 2007; Nagai and Tanada, 2010). These studies interpreted the low-velocity wedge as trough-filled deposits, which accreted between the Tanzawa and Izu block. Nagai and Tanada (2010) found that the earthquakes in the eastern part of the Tanzawa region (Region A) occur along the velocity boundary under the low-velocity wedge (the boundary between trough-filled deposits and the Izu block). The fact that the focal mechanisms of the earthquakes in Region A are consistent with the configuration of the PHS plate probably indicates that the velocity boundary corresponds to the upper surface of the subducting PHS plate (Figs. 5(a) and 4(b)). In addition, small alignments of the earthquakes dipping to the WNW direction appear on depth sections A–B and C–D for Region A (near the point given by X = 0kmatadepth of 19 km in Fig. 3). This feature might indicate the development of small fractures near the plate boundary.
The plunges of the σ1 and σ3 axes in Region A were found to be slightly inclined (Fig. 7(a)). Such a feature of the stress state was also reported in the Hikuragi subduction zone, New Zealand, where the σ3 axis is closely inclined to the dip direction of the plate (McGinty et al., 2000). McGinty et al. (2000) interpreted that the stress state was caused by the slab pull effect from the deeper part of the subducting plate. Wide-angle reflection analysis (Arai et al., 2009) revealed that the subducting PHS plate is extended to the area beneath the Kanto Mountains. The stress field in Region A may be caused by the pull force induced from the deeper part of the subducting slab.
Reference mechanism B represents a thrust type mechanism having a nodal plane dipping to the WNW-ESE direction, which is significantly different from Reference mechanism A. The conversion plane obtained by the inversion of arrival time data of S-P converted waves (Tsumura et al., 1993) is located at the upper limit of the hypocenter distribution in Region B (Figs. 2 and 3). Tsumura et al. (1993) interpreted the conversion plane as the upper surface of the PHP plate in the western part of the Tanzawa region. Since hypocenters in Region B are distributed in a volume rather than along a horizontal zone, most of the earthquakes in Region B are assumed to occur within the PHS plate. Arai (2011) hypothesized that a fracture zone is developed within the Izu block associated with crustal delamination process. The focal mechanisms in Region B characterized by Reference mechanism B might reflect the fracture structure developed within the PHS plate.
Based on the characteristics of the hypocenter distribution, Yoshida (1993) and Ishikawa (2007) proposed that a tectonic boundary of the N–S strike exists between the eastern and western parts beneath the Tanzawa Mountains. The proposed tectonic boundary corresponds to the boundary between Regions A and B in the present study (Fig. 8). Yoshida (1993) suggested that the seismicity in the western side of the boundary is caused by the collision between the Izu and Honshu blocks, whereas that in the eastern side reflects the subduction process of the PHS plate. Based on the velocity structures estimated by the refraction/wide-angle reflection analyses, Arai (2011) showed that the collision feature is more prominent in the western part of the Tanzawa region, as compared with that in the eastern part. The results of the present study indicate that the σ1 axis in Region B is closer to the horizontal direction, as compared to that in Region A (Fig. 7). This also suggests a difference in tectonic situations between the two regions. The stress state in Region B is considered to be controlled by the collision process between the Izu and Honshu blocks, whereas that in Region A reflects the subduction process of the PHS plate (Fig. 8). Note that the focal mechanisms with the small Kagan angles from Reference mechanism A are also observed in the shallow part of Region B (Figs. 5(a) and (b)). However, as we indicated, the stress field in the shallow part of Region B (Fig. 7(c)) is approximately the same as that in the overall Region B (Fig. 7(b)), and the seismicity in Region B is likely controlled primarily by the collision process, even in the shallow part.
6. Conclusions
We investigated the distribution of hypocenters, focal mechanisms, and stress states beneath the Tanzawa Mountains located in the Izu-Honshu collision zone. We found that characteristics of the hypocenter distribution and focal mechanisms clearly differ between the eastern and western parts of the Tanzawa region. The hypocenters of the earthquakes in the eastern part tend to be distributed within a horizontal zone, whereas the hypocenters of the earthquakes in the western part are distributed in a volume. The focal mechanisms of the right-lateral reverse fault representative in the eastern par are consistent with the configuration of the upper surface of the PHS plate. The focal mechanisms in the eastern part differ from those in the western part. Most of the earthquakes in the eastern part beneath the Tanzawa region are considered to occur along the upper surface of the subducting PHS plate, whereas those in the western part occur within the PHS plate. The stress state in the eastern part is significantly different from that in the western part. The plunges of the σ1 and σ3 axes in the eastern part are slightly inclined. The stress state may be induced by a pull force caused by the deeper part of the subducting slab.
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Acknowledgements
We are grateful to Dr. F. Waldhauser for providing the hypoDD program code. Dr. Satoshi Ide provided the program used to estimate the focal mechanisms. We would also like to thank the two anonymous reviewers who greatly helped us to improve the manuscript and Dr. Tomomi Okada for editing the manuscript. Dr. Makoto Matsubara provided helpful information about the three-dimensional velocity structure in the study area. We would also like to thank the National Research Institute for Earth Science and Disaster Prevention (NIED) Hi-net and the Japan Meteorological Agency for allowing us to use the waveform data. We used the moment tensor catalog determined by NIED F-net. The majority of the figures were created using the Generic Mapping Tools (GMT) (Wessel and Smith, 1995).
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Yukutake, Y., Takeda, T., Honda, R. et al. Seismotectonics in the Tanzawa Mountains area in the Izu-Honshu collision zone of central Japan, as revealed by precisely determined hypocenters and focal mechanisms. Earth Planet Sp 64, 269–277 (2012). https://doi.org/10.5047/eps.2011.09.002
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DOI: https://doi.org/10.5047/eps.2011.09.002