4.1. Reliability of stress fields
The stress fields in the 2003 northern Miyagi earthquake Mjma 6.4 and the 2016 Oshika Peninsula earthquake Mjma 5.2were estimated. However, the estimated stress fields had wide uncertainties and were not stable. Therefore, for these two earthquakes, the stress fields were re-estimated using the slip instability method (Vavryčuk et al., 2013; Vavryčuk, 2014) and the results were compared.
Michael’s method (Michael, 1987) assumes the following three conditions: 1) the same stress tensor acted on the target area; 2) earthquakes occurred on existing faults in various directions; and 3) the slip vector direction is equal to the shear stress direction on the fault.
The focal mechanism has two nodal planes: the fault plane and the auxiliary plane. To apply Assumption 3 of the Wallace-Bott hypothesis, the nodal plane with the fault must be determined, which is only possible by distinguishing the fault plane using other information (e.g., coseismic surface faults and aftershock distributions). In Michael’s method, the fault plane is randomly selected from the two nodal planes of each focal mechanism. The incorrect selection of auxiliary surfaces can lead to biased results and unstable solutions with large uncertainties. Vavryčuk et al. (2013) defined fault instability \(I\) based on Lund and Slunga (1999) as follows:
$$\begin{array}{c}I=\frac{\tau -\mu \left(\sigma -{\sigma }_{1}\right)}{{\tau }_{c}-\mu \left({\sigma }_{c}-{\sigma }_{1}\right)} \#\left(2\right)\end{array}$$
where
\(\mu\) is coefficient of the friction;
\({\tau }_{c}\) and
\({\sigma }_{c}\) are shear and normal stresses along the fault in optimal orientation, respectively;
\(\tau\) and
\(\sigma\) are shear and normal stresses along the analyzed fault plane, respectively; and
\({\sigma }_{1}\) is the maximum principal stress.
The fault plane can be determined from the two nodal planes using \(I\), and the stress field can be estimated with a narrower confidence range than that in Michael’s method.
To assess the effect of the fault plane selection on the stress tensor inversion, Vavryčuk’s method was applied to re-estimate the stress field of the 2003 northern Miyagi earthquake Mjma 6.4 and 2016 Oshika Peninsula earthquake Mjma 5.2.
a. 2003 northern Miyagi earthquake M jma 6.4For all periods and ranges, the results did not differ significantly from those obtained using Michael’s method (Figs.
5 and
11, and Table
6). The results re-estimated by Vavryčuk’s method had smaller uncertainties in
\({\sigma }_{1}\),
\({\sigma }_{2}\), and
\({\sigma }_{3}\) directions (Fig.
11) than those in the results estimated by Michael’s method. The optimal values of the stress ratio (
\({\varphi }_{\text{B}\text{e}\text{s}\text{t}}\)) and optimal
\({\text{S}}_{\text{H}\text{m}\text{a}\text{x}}\) direction (
\({\text{S}}_{\text{H}\text{m}\text{a}\text{x} \text{B}\text{e}\text{s}\text{t}}\)) were slightly changed, but were all within the error range of the results estimated by Michael’s method.
b. 2016 Oshika Peninsula earthquake M jma 5.2Using only the P-wave polarity data, the stress field showed a transpressive type, which was closer to the reverse fault type (Fig.
11 and Table
7). Including the F-net data, the stress field was transpressive, which was similar to the result estimated using Michael’s method. The uncertainty of each principal-stress direction was smaller than that estimated using Michael’s method;
\({\varphi }_{\text{B}\text{e}\text{s}\text{t}}\) and
\({\text{S}}_{\text{H}\text{m}\text{a}\text{x} \text{B}\text{e}\text{s}\text{t}}\) did not change significantly. The re-estimated stress fields were almost the same as those estimated using Michael’s method.
Table 7
Stress field parameter of 2016 Oshika Peninsula earthquake.
|
SATSI
|
Slip Instability
|
|
σ༑ azimuth plunge
|
σ2 azimuth plunge
|
σ3 azimuth plunge
|
φ min best max
|
σ༑ azimuth plunge
|
σ2 azimuth plunge
|
σ3 azimuth plunge
|
φ min best max
|
P
|
-5
|
87
|
-101
|
0.01 0.24 0.66
|
7
|
277
|
136
|
0.16 0.29 0.39
|
3
|
31
|
59
|
3
|
4
|
85
|
F + P
|
-2
|
92
|
-100
|
0.03 0.29 0.65
|
4
|
99
|
268
|
0.16 0.32 0.39
|
6
|
38
|
52
|
6
|
42
|
48
|
The parameter on left and right sides of the table are estimated by Michael’s method and slip instability method, respectively. The range of each area is given in Fig. 5.
|
c. Effect on slip tendency value
The ST values were calculated using the re-estimated stress fields (Fig. 12 and Table 8). Focusing on the ST values, the results of the 2016 Oshika earthquake showed almost the same results as the previous one (section 3.4), except for using only P-wave polarity data (Oshika-P wave). The uncertainty of the ST value became smaller than that obtained from the stress tensor inversion results using Michael’s method (Michael’s stress field). This may be because the uncertainty of the stress ratio was smaller than that of the previous one. The Oshika-P wave showed results different from Michael’s stress field. Therefore, the stress fields estimated by the slip instability methods showed different types of stress fields estimated using Michael’s method. The difference in the stress field type may have affected ST values.
Table 8
ST value using the stress fields parameter estimated by slip instability method.
Events
|
Fault model
|
Dip direction
|
Stress field
|
ST best
|
ST Error
|
northern Miyagi earthquake Mainshock
|
F-net
|
East
|
Area All
|
0.876
|
0.876 < ST < 0.876
|
West
|
1997–2011
|
0.834
|
0.834 < ST < 0.835
|
East
|
Area All
|
0.759
|
0.745 < ST < 0.806
|
West
|
2011–2019
|
0.316
|
0. 272 < ST < 0.427
|
East
|
Area All
|
0.939
|
0.939 < ST < 0.939
|
West
|
1997–2019
|
0.756
|
0.755 < ST < 0.756
|
East
|
South
|
0.977
|
0.977 < ST < 0.977
|
West
|
1997–2011
|
0.677
|
0.677 < ST < 0.679
|
Largest foreshock
|
F-net
|
East
|
Middle 1997–2011
|
0.894
|
0.894 < ST < 0.895
|
West
|
0.777
|
0.767 < ST < 0.799
|
Largest aftershock
|
F-net
|
East
|
North 1997–2011
|
0.489
|
0.457 < ST < 0.500
|
West
|
0.984
|
0.983 < ST < 0.987
|
Oshika peninsula earthquake
|
F-net
|
|
Fnet and
|
0.946
|
0.945 < ST < 0.950
|
|
P wave polarity
|
0.753
|
0.752 < ST < 0.758
|
|
P wave polarity
|
0.709
|
0.653 < ST < 0.814
|
|
|
0.639
|
0.624 < ST < 0.664
|
The ST value differences between Michael’s stress fields and the re-estimated stress fields were within 0.1. The reversal of the ST values for the nodal planes (for example, ST of the east-dipping plane > ST of the west-dipping plane becomes ST of the east-dipping plane < ST of the west-dipping plane) was not confirmed. These differences of 0.1 were mostly larger than the uncertainties in each result. Therefore, the ST value is likely to vary by 0.1 due to the small stress variations between the two methods.
d. Summary of comparisons
The re-estimated stress fields had a smaller uncertainty and more stability than those estimated using Michael’s method. However, the re-estimated stress fields were almost identical to those estimated using Michael’s method. The change in the results for the 2016 Oshika earthquake may be attributed to the small number of mechanism solutions. For the 2003 northern Miyagi earthquake, the stress fields estimated using Michael’s method were sufficiently reliable.
4.2. Synthetic slip
The rake angle (calculated rake) on the fault plane of the estimated stress field was calculated and then compared with the rake angle of the fault model (model rake). To calculate the rake, a synthetic slip program developed by Neves et al. (2009) was used. To compare the calculated rake with the model rake, the following rake difference was defined:
$$\begin{array}{c}model rake-calculated rake=rake difference \#\left(3\right)\end{array}$$
If the actual and estimated stress fields are similar, the model differences are expected to be close to zero. The relationship between the model differences and ST values was also confirmed.
Overall, the ST values were concentrated around 0.4–1.0 and rake differences around \(0\)–\(45^\circ\) (Fig. 13). The 1998 Shizukuishi earthquake exhibited a rake difference of approximately \(80^\circ\). Earthquakes in the Tohoku inland area had larger rake differences than those in the EMJS area. Moreover, even if the rake difference was the same on the east- and west-dipping planes, the east-dipping planes tended to show a higher ST value.
Next, the Tohoku inland area was focused, considering three earthquakes (the 1998 Shizukuishi earthquake, 2003 northern Miyagi earthquake, and 2008 Iwate-Miyagi Nairiku earthquake). the whole term was divided into two terms: ① before the 2011 Tohoku-Oki earthquake and ② after the 2011 Tohoku-Oki earthquake. After the Tohoku-Oki earthquake, the rake differences tended to increase (Fig.
14), while before the Tohoku-Oki earthquake, the rake differences were distributed around
\(20^\circ\), and
\(60\)–
\(70^\circ\). Therefore, if the uncertainty of the stress field is large, the rake difference increases.
From the results of the stress field estimation in this study, the tendency of the stress fields was found to changed before and after the 2011 Tohoku-Oki earthquake. This was attributed to the apparent change in the stress field caused by the stress change on the hanging wall side of the plate boundary (Okada et al., 2011; Okada et al., 2015; Yoshida et al., 2018). These changes in the stress field also affect the rake difference. In the 2008 Iwate-Miyagi Nairiku earthquake, the tendencies of the stress field, ST value, and rake difference did not change after 2008.
4.3. Stress change: Influence of the 2011 Tohoku-Oki earthquake
In this study, the change in the stress field trend before and after the 2011 Tohoku-Oki earthquake was confirmed using the stress ratio change. The stress change was calculated using the Coulomb program (Toda et al., 2005; Lin and Stein, 2004). The friction coefficient in the fault gouge was estimated to be 0.1–0.2 (Lockner et al., 2011); therefore, the coefficient of friction (µ) used was 0, 0.1, and 0.4. Hayes (2011) used a fault model of the Tohoku-Oki earthquake, where the effective vertical stress was calculated from the lithostatic and hydrostatic pressures as follows:
$$\begin{array}{c}effective vertical stress= lithostatic pressure- hydrostatic pressure\\ =\left(2.84\times {10}^{3}\times 9.8\right)-\left(1.00\times {10}^{3}\times 9.8\right)\sim180bar/km\#\left(4\right)\end{array}$$
Therefore, the value of effective vertical stress was calculated to be 180 bar/km. Based on this value, the intermediate principal stress (
\({S}_{2})\) for 180 bar/km, 90 bar/km, and 45 bar/km and maximum principal stress
\(\left({S}_{1}\right)\) for
\({S}_{2}\times 1.01, 1.02, 1.03, 1.04, 1.05, 1.06, 1.07, 1.08, 1.09, 1.10, 1.20, 1.30, 1.40, 1.50\) were set. The minimum principal stress (
\({S}_{3})\) was calculated using stress ratios
\({S}_{1}\), and
\({S}_{2}\). The results of the stress fields estimated using Michael’s method (input stress field) were used for the directions of the principal stress and stress ratio. In this section, three areas (the 1998 Shizukuishi earthquake, 2003 northern Miyagi earthquake, and 2008 Iwate-Miyagi Nairiku earthquake) are focused.
The results of the stress ratio change were output in the focal mechanism solutions. These focal mechanisms exhibited stress fields. Michael’s method was used to estimate the stress field (output stress field) by using the output mechanism solution in the same area as that of the input stress field. Subsequently, the results of the output stress field were compared with those of the input stress field.
Using this procedure, the conditions under which the stress field changes were confirmed before and after the Tohoku-Oki earthquake, which were thought to be the effects of the stress disturbances caused by large-scale earthquakes. All results showed similar types of stress fields; therefore, the stress ratio and the \({S}_{Hmax}\) direction were focused when comparing the stress fields.
The cases where the stress ratio and \({S}_{Hmax}\) become more closer to stress fields after the Tohoku-Oki earthquake were confirmed under the following conditions:
In the case of the 1998 Shizukuishi earthquake, when \({S}_{2}\)= 45 bar/km, \({S}_{1}\)= 67.5 bar/km, \({S}_{3}\) = 43.8 bar/km, and \(\mu\) = 0, \({S}_{Hmax}\) direction became close to after the Tohoku-Oki earthquake (see Additional File 1). Also, when \({S}_{2}\)= 45 bar/km and \(\mu\) = 0.4, \({S}_{Hmax}\) direction was smaller than before the Tohoku-Oki earthquake, except for \({S}_{1}\)= 90.0 bar/km and \({S}_{3}\) = 42.6 bar/km.
In the case of the 2003 northern Miyagi earthquake, \({S}_{Hmax}\) direction became closer to that after the Tohoku-Oki earthquake in the next three conditions: ① \({S}_{2}\)= 45 bar/km, \({S}_{1}\) = 49.5 to 67.5 bar/km, \({S}_{3}\) = 1.3 to 36.3 bar/km, and \(\mu\) = 0.1, ② \({S}_{2 }\)= 45 bar/km, \({S}_{1}\) = 47.3 to 67.5 bar/km, \({S}_{3}\)= 1.3 to 40.6 bar/km, and \(\mu\) = 0, and ③ \({S}_{2}\)= 45 bar/km, \({S}_{1}\) = 47.7 to 67.5 bar/km, \({S}_{3}\)= 1.3 to 39.8 bar/km, and \(\mu\)= 0.4 (see Additional File 2).
In the case of the 2008 Iwate-Miyagi Nairiku earthquake, when \({S}_{2}\)= 180 bar/km and \(\mu\) = 0, \({S}_{Hmax}\) direction and stress ratio became close to after the Tohoku-Oki earthquake in \({S}_{1}\)= 181.8 to 270.0 bar/km and \({S}_{3}\)= 131.5 to 179.0 bar/km (see Additional File 3). When \({S}_{2}\) = 180 bar/km and \(\mu\) = 0.1, \({S}_{Hmax}\) direction showed a smaller value than that before the Tohoku-Oki earthquake in \({S}_{1}\) = 181.8 to 216.0 bar/km and \({S}_{3}\)= 131.5 to 160.6 bar/km. Also, the stress ratio became close in \({S}_{1}\)= 234.0 to 270.0 bar/km and \({S}_{3}\) = 150.9 to 131.5 bar/km. When \({S}_{2}\)= 180 bar/km and \(\mu\) = 0.4, the stress ratio became close to after the Tohoku-Oki earthquake in \({S}_{1}\)= 198.0 to 270.0 bar/km and \({S}_{3}\) = 131.5 to 170.3 bar/km.
Under these conditions, a stress field similar to that observed after the Tohoku-Oki earthquake was confirmed. Therefore, it is possible that the stress field changed after the Tohoku-Oki earthquake due to the stress disturbance caused by large-scale earthquakes under these conditions. Notably, this could be a possible interpretation; however, the temporal change was enhanced and apparently caused within the heterogeneous stress field and high pore fluid pressure (e.g., Smith and Dieterich, 2010; Terakawa et al., 2013; Terakawa and Matsu’ura., 2022). In any case, the effects of large earthquakes that cause changes in the stress field over a wide area can be excluded.
4.4. Comparing the result with previous studies
In this section, the results of this study are compared with those of some previous studies.
The results of the stress fields in the Tohoku inland area were consistent with those of previous studies (e.g., Terakawa and Matsu’ura, 2010; Miyakawa and Otsubo, 2015; Yukutake et al., 2015; Yoshida et al., 2015; Miyakawa and Otsubo, 2017; Terakawa and Matsu’ura 2022; Uchide et al., 2022). Terakawa and Matsu’ura (2010) estimated the stress fields in the EMJS area using fewer NIED moment tensor solutions than those used in current study. From their results, the direction of maximum compression was estimated to be E-W in the north of \(39 ^\circ\)N and WNW-ESE or NW-SE in the south of \(39 ^\circ\)N. Terakawa and Matsu’ura (2022) estimated centroid moment tensor (CMT) data from 1997 to 2020 and confirmed that the stress direction prior to the 2011 Tohoku-Oki earthquake was stable for approximately 14 years. However, the stress direction changed after the 2011 Tohoku-Oki Earthquake. They concluded that the 2011 Tohoku-Oki earthquake caused these significant changes. Uchide et al. (2022) estimated the focal mechanism solution and stress field using data from NIED, Hinet, JMA (Japan Meteorological Agency), and GSJ/AIST (Geological Survey of Japan, AIST) stations. From their results, \({\text{S}}_{\text{H}\text{m}\text{a}\text{x}}\) showed a N-S direction along the Sanriku coast and an E-W direction in other Tohoku District areas. After the 2011 Tohoku-Oki earthquake, the \({\text{S}}_{\text{H}\text{m}\text{a}\text{x}}\) direction rotated clockwise and anticlockwise in the central and eastern parts of the Tohoku District area, respectively. Particularly in the southern part of the Tohoku District’s inland area, the direction of the shortening strain (e.g., Miura et al., 2004) and our result of \({\text{S}}_{\text{H}\text{m}\text{a}\text{x}}\) direction was approximately the same. The detailed strain distribution in the northern part was unknown; however, the direction of relative motion between the Amur Plate, corresponding to the western side of the EMJS area, and the North American Plate (Heki et al., 1999) or Okhotsk Plate (Wei and Seno, 1998), corresponding to the eastern side of the EMJS area, was estimated to be approximately E-W. This is consistent with the direction of maximum compression in the northern EMJS in this study.
In this study, the estimated ST values in the EMJS and Tohoku inland areas were compared with the actual fault planes and ST values estimated in previous studies (e.g., Aida, 1984; Aida, 1989; Earthquake Research Committee, 2019; Hatori, 1969; Hurukawa and Harada, 2013; Kosuga et al., 1986; Nakanishi et al., 1993; Ohta et al., 2008; Okada et al, 2003; Okada et al., 2012; Satake, 1985; Satake, 1986; Satake and Abe, 1983; Sato, 1993; Sato et al., 1986; Tanioka et al., 1995; Umino et al., 1985; Umino et al., 1998; Yoshida et al., 2014; Yoshida et al., 2016) (Fig. 15). In the EMJS area, the fault planes that were thought to be active exhibited high ST values. In contrast, in the Tohoku inland area, fault planes that actually slip tend to had small ST values.
Miyakawa and Otsubo (
2015) discussed the effects of pore fluid pressure on ST. Magma is one of the origins of underground pore water. Therefore, the volcanic distribution and ST values in Tohoku, Japan, were compared using the map of active volcanoes in Japan (
https://www.data.jma.go.jp/svd/vois/data/tokyo/STOCK/bulletin/catalog/appendix/v_active.html) and the list of Quaternary volcanoes (
https://gbank.gsj.jp/volcano/index.htm).
Figure 15 shows the distribution of volcanoes and the ST values of this study. In the Tohoku inland area, the results were selected using the stress field before the Tohoku-Oki earthquake. More volcanoes are distributed in the Tohoku inland area than in the EMJS area.
The 1998 Shizukuishi earthquake and 2008 Iwate-Miyagi Nairiku earthquake were characterized by the existence of volcanoes near the mainshocks. Additionally, around the 2003 northern Miyagi earthquake, low-seismic-velocity regions were distributed in the deep parts, suggesting the existence of fluid (Okada et al., 2010). This suggests that high pore fluid pressure may be one of the factors that cause the activation of high-west-dipping faults in the Tohoku inland area (e.g., Sibson, 1990; Okada et al., 2007; Okada et al., 2012).
For the earthquakes around the Oshika Peninsula and Kinkazan Island, both nodal planes had almost the same dip angle (40–50°) and calculated ST value. Since this area was located in the east of the rift zone during the formation of the Japan Sea, it is possible that high-dip faults were not formed and that an earthquake occurred in the optimal newly formed fault plane for the present stress field.
In the EMJS area, the southern fault plane of the 1993 Hokkaido Nansei-oki earthquake exhibited low ST values. The southern plane was distributed on the western part of Okushiri Island. Mount Katsumayama is a Quaternary volcano located on Okushiri Island; therefore, high pore fluid pressure may possibly have affected fault activity.
In contrast, the 1939 Oga earthquake occurred adjacent to the Quaternary volcanoes (Toga, Megata, and Kanpuzan). The Oga earthquake is presumed to have caused the activity of an east-dipping reverse fault extending N-S. Previous studies (e.g., Sato, 1993) suggested that an east-dipping plane with a low dip angle slipped during the Oga earthquake. Therefore, the ST values obtained in this study were high for both planes.
Some studies have confirmed a low seismic wave velocity area, suggesting the existence of fluid in the Tohoku inland and EMJS areas (e.g., Zhao et al., 2011). However, the distribution of volcanoes suggested that the influence of the pore fluid pressure was greater in the Tohoku inland area than in the EMJS area. Therefore, it is considered that the fault plane, which is unfavorable for slipping in the stress field, gets easily activated in the Tohoku inland area.
However, in the case of the Oga earthquake, there were cases when west-dipping planes with a high dip angle were not active, even if volcanoes existed. This could be because of the following three reasons: 1) there is no high-dip-angle fault plane; 2) the high-dip-angle fault plane has not been active for a long time and the cohesive force is recovering; and 3) the differential stress is small (Sibson, 2012; Sibson and Ghisetti, 2018, etc.). Therefore, comparing past seismic activity with future fault activity is necessary. Furthermore, examining the longer-term activity is necessary to monitor activity on old high-dip-angle fault planes in both the EMJS and Tohoku inland areas.