Surface fault ruptures associated with the 14 April foreshock (Mj 6.5) of the 2016 Kumamoto earthquake sequence, southwest Japan
© The Author(s) 2016
Received: 30 July 2016
Accepted: 13 October 2016
Published: 3 November 2016
Keywords2016 Kumamoto earthquake sequence Largest foreshock Mainshock Futagawa–Hinagu fault zone Geometric bend Surface ruptures
A large earthquake of Mj 6.5 (Mw 6.2) also occurred at 21:26 (JST), April 14, 2016, about 28 h before the mainshock and is interpreted as the largest foreshock of the earthquake sequence (Fig. 1b) (JMA 2016a, b; GSI 2016; NIED 2016).
Based on field surveys, we found that surface ruptures appeared associated with the largest foreshock and enlarged after the mainshock at several sites along the southwestern part of the mainshock-derived rupture traces (Fig. 1c). This may be the first documentation worldwide of repeated surface faulting during the foreshock and mainshock. Our findings have important implications for understanding spatial relationship between the source faults of the largest foreshock and mainshock, or between fault geometries and rupture initiation points. In this paper, we describe the surface ruptures associated with the largest foreshock that became larger after the mainshock, and discuss their implications to the foreshock/mainshock process of the Kumamoto earthquake sequence.
Another large earthquake of Mj 6.4 (Mw 6.0) occurred at 00:03, April 15, 2016 (Fig. 1b) (JMA 2016a, b; GSI 2016; NIED 2016). However, we do not think that this earthquake produced surface ruptures along the FHFZ, because the epicenter of this earthquake was several kilometers southwest of the foreshock/mainshock-related ruptures and no surface rupture has been identified in the epicentral area of this earthquake.
The FHFZ extends northeast to north-northeast for more than 60 km (Fig. 1b) (Watanabe et al. 1979; RGAFJ 1991; Ikeda et al. 2001; Nakata et al. 2001; Nakata and Imaizumi 2002). The central part of the FHFZ (Fig. 1c) is composed of the Shirahata, Takano, Kita-Amagi, and Futagawa faults (RGAFJ 1991). The strike of the fault zone changes between the Takano fault and the Futagawa fault by ~50°.
On the next day (April 15, 2016) following the occurrence of the largest foreshock, surface ruptures were identified by aerial observation from a helicopter and field surveys at several sites in Itera, Shimada, and Takaki (Fig. 1c). We revisited these sites after the mainshock and detected growth of the ruptures. In addition, local residents identified growth of the ruptures at several sites in Itera, Shimada, Togawa, Akai, and Fukuhara.
At site 1 (32°45′12.62″N, 130°46′51.05″E) in Itera, we identified mole-track structures and open cracks on 30 April, which extend ca. N80°W across a farmland with framework of greenhouses (Fig. 4a). The landowner identified the ruptures after the largest foreshock, and they enlarged after the mainshock.
At site 2 (32°45′16.55″N, 130°47′2.40″E) in Itera, we identified small cracks on an unpaved road on 15 April as shown in Fig. 3a (view toward the north). We revisited the site after the mainshock and found enlarged surface ruptures (Fig. 4b). We recognized ca. 10 cm of south-side-down vertical offset between the northern and southern sides of the two fault traces, between which a small depression developed.
We identified numerous open cracks at site 3 (32°45′40.43″N, 130°47′30.56″E, by Google Earth) in Shimada on 15 April. Based on local eyewitness accounts, the ruptures enlarged associated with the mainshock. At site 4 (32°45′44.96″N, 130°47′33.04″E) in Shimada, we identified right-lateral offset of a paved road on 15 April as shown in Fig. 3b (view toward the south). There were three rupture traces, and the total dextral offset was several centimeters. On 30 April after the mainshock, five rupture traces were recognized and total right-lateral offset was measured at 13–14 cm (Fig. 4c, d).
We visited site 5 (32°44′18.25″N, 130°47′45.12″E) in Takaki on 15 April and found surface ruptures on a paved road as shown in Fig. 3c (view toward the west) and 3d (view toward the north). We also identified open cracks in the paddy field north of the road on the same day. However, no lateral offset was observed. We revisited the site after the mainshock and detected right-lateral offset of ca. 30 cm with no vertical offset on the road as shown in Fig. 4e (view toward the west), 4f (view toward the north), and 4 g (view toward the east). In the paddy field north of the road, right-lateral offset of ca. 50 cm with no vertical offset was identified. In other words, we confirmed in the field that the surface ruptures associated with the largest foreshock enlarged due to the mainshock at site 5.
At site 6 (32°45′49.80″N, 130°48′52.52″E) in Togawa, the concrete block under the walls of a house was ruptured (Fig. 4h). The width of the open crack was ca. 5 cm after the largest foreshock and was ca. 30 cm after the mainshock. At site 7 (32°45′50.59″N, 130°48′53.92″E) in Togawa, we identified ca. 20 cm of right-lateral offset of a creek on 28 April (Fig. 5a). According to the local eyewitness accounts, almost half of the offset was due to the largest foreshock.
At site 8 (32°46′10.70″N, 130°49′14.69″E) in Akai, an open crack appeared in association with the largest foreshock, which were later enlarged due to the mainshock (Fig. 5b), based on the local eyewitness accounts. At site 9 (32°46′39.85″N, 130°50′3.40″E) in Fukuhara, the width of an open crack was ca. 2 cm after the largest foreshock and was ca. 5 cm after the mainshock (Fig. 5c) according to the house owner.
In addition to the sites described above, we identified surface ruptures related to the largest foreshock that enlarged due to the mainshock, by interpretation of high-resolution aerial photographs in Itera and Shimada (Fig. 2), although not all the ruptures were visible on the air photographs, such as those at site 1.
We were able to identify surface ruptures of the largest foreshock that enlarged associated with the mainshock at sites 1–9 in Itera, Shimada, Takaki, Togawa, Akai, and Fukuhara (Fig. 1c). These sites are located on the traces of the mainshock-derived surface ruptures along the Kita-Amagi fault (sites 1–4), the Takano fault (site 5), and the southwestern end of the Futagawa fault (sites 6–9). The distance between the southernmost site (site 5) and easternmost site (site 9) is about 6 km. Although we cannot exclude the possibility that these ruptures are due to triggered slip caused by strong ground motion, we suggest that the surface ruptures related to the largest foreshock are direct surface expression of slip on the seismogenic fault, because the magnitude of the earthquake was large enough to produce several-km-long surface fault ruptures, the epicenter of the largest foreshock was close enough to these ruptures, and the sense of slip was concordant with that of the mapped active faults.
Based on this study and Kumahara et al. (2016), we interpret that the Takano fault, the Kita-Amagi fault, and the southwesternmost part of the Futagawa fault moved during the largest foreshock event, and that the Shirahata, Takano, Kita-Amagi, and Futagawa faults moved during the mainshock. This is consistent with the coseismic crustal deformation imaged by InSAR (GSI 2016) and distribution of related seismicity (NIED 2016). This is one of the rare examples worldwide of repeated surface faulting during the foreshock and mainshock.
The epicenter of the mainshock is located near the source faults of the largest foreshock. This area corresponds to the most pronounced geometric bend (dePolo et al. 1989; McCalpin 2009) of the FHFZ. We propose that the largest foreshock was initiated due to stress concentration on the bend and then triggered the mainshock ca. 28 h after the largest foreshock. In other words, geometry of active faults would control the location of rupture initiation points as was proposed by King and Nábělek (1985), in addition to foreshock/mainshock processes. In order to examine the possibility of near-future large earthquakes on the southern part of the FHFZ, to which the 2016 Kumamoto earthquake sequence would have increased shear stress, we have to reveal the timing of the latest faulting event as well as recurrence intervals.
The Kita-Amagi fault seems to be branched toward the southwest from the main fault zone. This may indicate that the coseismic rupture of the northeastern part of the FHFZ terminates around the Kita-Amagi fault. However, the mainshock of the 2016 Kumamoto earthquake sequence started around the Kita-Amagi fault. Further investigations are needed to examine the relationship between fault branching and rupture propagation direction.
We considered the Futagawa, Kita-Amagi, Takano, and Shirahata faults as part of the continuous FHFZ, based on Watanabe et al. (1979), RGAFJ (1991), Ikeda et al. (2001), Nakata et al. (2001), and Nakata and Imaizumi (2002). On the other hand, Earthquake Research Committee, Headquarters for Earthquake Research Promotion (ERC-HERP) (2016) regarded the Futagawa and Kita-Amagi faults as part of the Futagawa fault zone, and the Takano and Shirahata faults as part of the Hinagu fault zone. In addition, ERC-HERP (2016) interpreted that: (1) the largest foreshock ruptured the Takano-Shirahata segment of the Hinagu fault zone (which corresponds to the Takano and Shirahata faults); (2) the mainshock ruptured the Futagawa segment of the Futagawa fault zone (which corresponds to the Futagawa fault). This implies that the foreshock/mainshock sequence of the Kumamoto earthquake was successive events on the adjacent Futagawa and Hinagu fault zones. We do not think this interpretation is correct because the 6-km-long surface rupture of the largest foreshock is part of the 31-km-long surface rupture of the mainshock.
During the 2016 Kumamoto earthquake sequence, 6-km-long surface fault ruptures appeared in association with the largest foreshock of 14 April along the central part of the FHFZ. The same section ruptured again and increased the offset amount during the mainshock that produced the 31-km-long surface rupture along the central to northeastern part of the FHFZ. Surface faulting due to both the foreshock and mainshock is very rare worldwide, making the 2016 Kumamoto earthquake sequence a valuable example in active fault studies. The 6-km-long section corresponds to the largest geometric bend of the FHFZ. Stress concentration around the bend may have triggered the rupture of both the largest foreshock and mainshock that occurred ca. 28 h apart. The foreshock/mainshock sequence may not be regarded as successive events on the adjacent Futagawa and Hinagu fault zones.
This work was planned by NS, HG, and YK. HG, YK, HT, and NS discussed and recognized the importance of the surface ruptures associated with the largest foreshock. Field surveys were conducted by all the authors. NS mapped surface ruptures using post-earthquake high-resolution air photographs. The manuscript was written by NS and HT, which was approved by the other authors. All authors read and approved the final manuscript.
We thank local people for their cooperation during our field surveys. We also thank the Asahi Shimbun Company for giving NS the opportunity of the helicopter flight, as well as the GSI for providing NS with post-earthquake high-resolution aerial photographs. The editor and two anonymous reviewers provided constructive comments that greatly improved the manuscript. This work was supported by JSPS KAKENHI Grant Numbers JP15K16285 and JP16H06298, and MEXT of Japan, under its Earthquake and Volcano Hazards Observation and Research Program.
The authors declare that they have no competing interests.
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