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Seismic Hazard Microzonation of Bengkulu City, Indonesia Lindung Zalbuin Mase1*, Nanang Sugianto2 and Refrizon2

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Seismic Hazard Microzonation of Bengkulu City, Indonesia Lindung Zalbuin Mase1*, Nanang Sugianto2 and Refrizon2 Mase et al. Geoenvironmental Disasters (2021) 8:5 Geoenvironmental Disasters https://doi.org/10.1186/s40677-021-00178-y RESEARCH Open Access Seismic hazard microzonation of Bengkulu City, Indonesia Lindung Zalbuin Mase1*, Nanang Sugianto2 and Refrizon2 Abstract It has been known that Bengkulu City (Indonesia) is vulnerable to undergo seismic damage. This study is initiated by measuring horizontal to vertical spectral ratio (H/V) to sites in Bengkulu City using microtremor. The inversion analysis is performed to generate shear wave velocity profile. Hundreds of sites are investigated in this study. The results show that observed H/V is consistent with the theoretical H/V. National Earthquake Hazard Reduction Program code is adopted to classify the site class. The results also exhibit that Bengkulu City is dominated by Site Classes C and D. In general, this study could lead local government to consider seismic hazard mitigation for spatial plan. Keywords: Earthquakes, Shear wave velocity, Microtremor, Site class, Bengkulu Introduction Studies of earthquake hazard in Bengkulu City had Bengkulu City is a capital city of Bengkulu Province, been performed by several local researchers. Mase Indonesia. The city is located at the western part of (2017) performed analysis of liquefaction potential along Sumatera Island, which is bordered with Indian Ocean. coastal area of Bengkulu Province. Mase (2017) Recently, the city has been promoted as one of tourist highlighted that liquefaction could happen along coastal destinations in Indonesia. However, earthquakes have area of Bengkulu City, especially during the Bengkulu- been identified as the main issue in Bengkulu City since Mentawai Earthquake. Mase (2018) performed a reliabil- last two decades. Mase (2017) reported that at least two ity study of designed spectral acceleration for structural major earthquakes had occurred within last two decades. buildings in Bengkulu city and found that spectral accel- The first strong earthquake happened on June 4, 2000, eration resulted during seismic wave propagation had with magnitude of Mw 7.9 (the Bengkulu-Enggano exceeded the designed spectral acceleration. Mase (2018) Earthquake) and the second strong earthquake happened suggested that it is important to propose the updated on September 12, 2007 with magnitude of Mw 8.6 (the design. Mase (2018) also recommended that seismic Bengkulu-Mentawai Earthquake) (Fig. 1). Misliniyati et al. amplification effect should be considered in composing (2018) noted that those devastating earthquakes had the updated designed spectral acceleration. Farid and triggered huge damage to structural buildings and life- Hadi (2018) investigated ground shear strain (γ) in Beng- lines facilities. Those earthquakes also triggered liquefac- kulu City based on microtremor measurements. Farid tions along coastal area of Bengkulu City (Mase, 2017). and Hadi (2018) found that Bengkulu City is dominated Learning from those events, the effort to escalate seismic by alluvium materials. Those materials are composed of hazard mitigation in Bengkulu City should be prioritised sandy soils, which are very sensitive to undergo liquefac- (Mase, 2020). tion during earthquakes. Mase et al. (2020a) and Mase (2020) conducted a seismic hazard microzonation of * Correspondence: [email protected] ground response parameters in Bengkulu City and pro- 1Department of Civil Engineering, Faculty of Engineering, University of posed the local seismic design that could be used in Bengkulu, WR Supratman Road, Kandang Limun, Muara Bangkahulu, Bengkulu 38371, Indonesia Bengkulu City. Mase et al. (2021) performed the study of Full list of author information is available at the end of the article local site investigation and ground response analysis on © The Author(s). 2021 Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/. Mase et al. Geoenvironmental Disasters (2021) 8:5 Page 2 of 17 Fig. 1 Seismotectonic settings of Bengkulu Province, Indonesia and the epicentres of major earthquake on Bengkulu Province downstream area of Bengkulu City and found that lique- In line with the previous studies, the local site investi- faction and seismic amplification could happen. Mase gation and seismic hazard mitigation in Bengkulu City is (2021) presented a study of ground motion characteristic still rarely presented. This paper presents a seismic of the Bengkulu-Mentawai Earthquake and the earth- microzonation study. The microtremor measurement quake impacts to the northern part of Bengkulu Prov- and site investigation were performed at hundreds of ince and suggested that the lesson learned from the sites in Bengkulu City. The horizontal to vertical spectral earthquake is important to develop Bengkulu Province. ratio (H/V) is obtained from measurement. Furthermore, Generally, those previous studies had presented prelim- the inversion analysis is performed to generate shear inary investigation on soil damage during earthquakes in wave velocity (Vs) profile. Vs profile is then analysed to Bengkulu City. However, seismic microzonation study determine Vs30, which is used to classify site condition. related to local site condition has not performed yet. This study also presents seismic hazard map and Vs30 Subsurface geophysical measurements included two map. In general, the results could provide information major methods, which are widely known as passive and about seismic vulnerability in Bengkulu City, which can active methods. The implementation of passive method be used as a reference in developing the city on the basis using microtremor is more preferable. Workability, low of seismic hazard mitigation. cost, and accuracy are some reasons why this method is more chosen. Several researchers, such as Gosar (2010), Seismotectonic setting El-Hady et al. (2012), and Mase et al. (2020b, 2020c) had Bengkulu Province has been known as an area, which performed microtremor measurements for site investiga- has a high seismic intensity (Mase, 2017). In Fig. 1, seis- tion. Generally, those previous studies emphasised on motectonic setting of Bengkulu Province is presented. depicting site characteristic based on time-averaged There are three active tectonic settings which frequently shear wave velocity for first 30 m depth (Vs30). Mase triggered earthquakes in Bengkulu Province and its sur- et al. (2020b) suggested that Vs30 is the important par- rounding areas. The first earthquake source is Sumatra ameter to describe seismic vulnerability in an area. It is Subduction. This zone is the plate boundary between therefore very useful to be implemented in the area with the Eurasian Plate and the Indo-Australia Plate. This high seismic intensity, such as Bengkulu City, Indonesia subduction zone had triggered the Bengkulu-Enggano (Mase, 2019). Earthquake and the Bengkulu-Mentawai Earthquake). Mase et al. Geoenvironmental Disasters (2021) 8:5 Page 3 of 17 In Sumatra plain, a large fault system crossing Sumatra and Vs of 94 to 353 m/s. Furthermore, granular soils Island exists. This zone is known as Sumatra Fault System composed of silty sand (SM), poor-graded sand (SP), (Rusydy et al., 2020). This fault system is categorised as clayey sand (SC), and clayey gravel (GC) are found at 2 slip strike fault. Sieh and Natawidjaja (2000) mentioned third and fourth layers, with qc of 30 to 250 kg/cm and that Sumatra Fault is situated between subduction zone in Vs of 200 to 614 m/s. The soft-rock composed of sand- Southern Java and oblique subduction system in Sumatra. stones is generally found below those sand layers. This 2 McCaffrey (2009) mentioned that this fault is associated rock layer has qc more than 250 kg/cm and Vs of 476 to with the oblique convergence between Indo-Australian 760 m/s. Plate and Eurasian Plate. The earthquake history recorded that this fault had triggered both the Mw 6.8 Liwa Earth- Theory and methodology quake and the Mw 7.9 Alahan Panjang Earthquake in 1994 H/V method (Widiwijayanti et al., 1996 and Natawidjaja and Triyoso, Several researchers, such as Lachet et al. (1996), Bard 2007). Another active fault, which is known as Mentawai (2004), El-Hady et al. (2012), and Mase et al. (2020b) Fault System is located between Sumatra Subduction and had implemented microtremor measurement to observe western coast of Sumatra (Sieh and Natawidjaja, 2000). local site condition. In its applicability, horizontal mo- The Mentawai Fault system is also categorised as strike- tion of microtremor, which is composed of shear waves, slip fault zone. This fault had triggered a major earth- is used as measurement assumption. Predominant quake, which was known as the Mw 7.6 Padang Earth- period (T0) and Horizontal to Vertical Spectral Ratio (H/ quake in 2009 (McCloskey et al. 2010). V) are estimated based on horizontal motions spectra which reflect the transfer function at investigated site. Geological condition The use of H/V method was firstly introduced by Figure 2 presents the geologic map of Bengkulu City. Kanai and Tanaka (1954) (popularised by Nakamura Generally, alluvium terrace (Qat) sediment is dominant, (1989)). This method is derived from spectral ratio of especially along coastal area up to middle part of Beng- horizontal motion, which is transferred from microtre- kulu City. Qat is composed of sediment materials, such mor measurement. Mase et al. (2020b) mentioned that as sand, silt, clay, and gravel. Mase (2017) mentioned H/V method is reliable to expect Vs profile.
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