| Peer-Reviewed

Seismic Hazard Microzonation of Tasikmalaya City, West Java Province, Indonesia

Received: 6 July 2022     Accepted: 5 August 2022     Published: 29 August 2022
Views:       Downloads:
Abstract

Tasikmalaya, as the capital city of Tasikmalaya Prefecture in West Java Province, Indonesia, which has a high density population. More than 600.000 peoples are living in this city, many buildings, and some important infrastructures has been built. Base on probabilistic seismic hazard map of Indonesia by National Standardization Agency, shown the Tasikmalaya City located at the region of Peak Ground Acceleration (PGA)= 0.4 – 0.5 g and Pseudo Spectral Acceleration (PSA SS: 0.2 second and PSA S1: 1 second= 0.7 – 0.8g and 0.4 – 0.5g, for Soil Class SB, 2% probability in 50 years. In order to mitigate seismic risk, a potential seismic hazard micro-zonation map has been produced as guidance for urban city planning. We classify three potential seismic hazard micro-zonation based on the wave velocity of Vs30. The first class is High Potential Seismic Hazard Zones (Vs30 < 175 m/second and amplification 2), the second is Medium Potential Seismic Hazard Zonation (Vs30= 175 – 350 m/second and amplification 1.5), and the third is Low Potential Seismic Hazard Zonation (Vs30 = 350 – 750 m/second and amplification 1). The assessment of potential seismic hazard and risk refer to National Standardization Agency, the building and non-building has the risk categories I, II, III, and IV which are located in High, Medium and Low Potential Seismic Hazard Zonation’s. The risk category recommend to have building and non-building structures with seismic design categories D. However, the building and non-building that have been built do not follow the seismic design particularly design category D. Therefore, potential seismic risk and seismic design categories are recommended to be applied to spatial planning as an effort to mitigate earthquake risk in the city of Tasikmalaya. We defined 9 active faults and 5 potential active faults surrounding in the city. Most of them are threaten the settlement with a variety of maximum credible earthquake.

Published in Earth Sciences (Volume 11, Issue 4)
DOI 10.11648/j.earth.20221104.18
Page(s) 220-231
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2022. Published by Science Publishing Group

Keywords

Seismic Micro-zonation, Risk, Seismic Design Category, Tasikmalaya-Indonesia

References
[1] Asrurifak, Irsyam, M., Budiono, B., Triyoso, W., Hendriyawan, 2020. Development of Spectral Hazard Map for Indonesia with a Return Period of 2500 Years using Probabilistic Method.
[2] Atkinson, G., Boore, D., 1995. New Ground Motion Relations for Eastern North America, Bull. Seismol. Soc. Am., Vol. 85, 1995, pp. 17– 30.
[3] Atkinson, G. M., Boore, D. M., 2003. Empirical Ground Motion Relations for Subduction Zone Earthquakes and Their Application to Cascadia and Other Regions, Bull. Seismol. Soc. Am., Vol. 93, no. 4, 2003, pp. 1703-1729.
[4] Budhitrisna, T., 1986. Geology of the Tasikmalaya, Sheet, 1:100.000 Scale, Jawa Barat, Geological Research and Development Centre, Bandung. Indonesia (https://geologi.esdm.go.id/geomap).
[5] BSN (2019), Standardization of Earthquake Design for building structure and non-building in Bahasa Indonesia (https://bsn.go.id).
[6] Boore, D. M. and Atkinson, G. M., 2008 Ground-motion Prediction Equations for the Average Horizontal Component of PGA, PGV, and 5%-damped PSA at Spectral Periods between 0.01 s and 10.0 s, Earthquake Spectra, Vol. 24, no. 1. 2008.
[7] Campbell, K. W. and Bozorgnia, Y., 2008. Ground Motion Model for the Geometric Mean Horizontal Component of PGA, PGV, PGD and 5%-damped Linear Elastic Response Spectra for Periods Ranging from 0.01 to 10.0 s, Earthquake Spectra, Vol. 24, no. 1, 2008.
[8] Coppersmith, K. J., Youngs, R. R., 1986. Capturing Uncertainty in Probabilistic Seismic Hazard Assessment with Intraplate Tectonic Environments, Proceedings, 3rd U. S. National Conference on Earthquake Engineering, Charleston, South Carolina, Vol. 1, 1986, pp. 301-312.
[9] Chiou, B. and Youngs, R., 2008. A NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra, Earthquake Spectra, Vol. 24, no. 1, 2008.
[10] Erdik, M., Doyuran, V., Yucemen, S., Gulkan, P., and Akkas N., 1982. A Probabilistic Assessment of the Seismic Hazard in Turkey for Long Return Periods, Proc. 3rd International Earthquake Microzonation Conference, Seattle, Washington, 1982.
[11] Gutenberg, B. and Richter, C., 1994. Frequency of Earhquakes in California, Bull. Seismol. Soc. Am., Vol. 34, 1944, pp. 185–188.
[12] Kulkarni, R. B., Youngs, R. R., and Coppersmith, K. J., 1984. Assessment of Confidence Interval for Results of Seismic Hazard Analysis, Proceedings, 8th World Conference on Earthquake Engineering, San Fransisco, Vol. 1, 1984.
[13] Malte, L. S., 2010, Manual Microzonation Studies using Microtremor, Indonesia-Germany, Georisk Project., 2010.
[14] Najla Insyirah Lianza Bakri., Tedi Yudistira and Yayan Sopyan., 2019, Vulnerability Analysis of Earthquake Hazards in Tasikmalaya City Using Horizontal to Vertical Spectral Ratio (HVSR) Method, unpub.
[15] Papazachos., B. C., Scordillis, E. M., Panagiotopoulos, D. G., Papazachos, C. B and Karakaisis, G. F., 2004, Global relations between seismic fault parameter and moment magnitude of the earthquake, Bulletin of the Geological Society of Greece vol. XXXVI, 2004 and Proceedings of the 10th International Congress, Thessaloniki, 2004.
[16] Petersen M. D., Frankel, A. D., Harmsen, S. C., Mueller, C. S., Haller, K. M., Wheeler, R. L., Wesson, R. L., Zeng, Y., Boyd, O. S., Perkins, D. M., Luco, N., Field, E. H., Wills, C. J. and Rukstales, K. S., 2008. Documentation for the 2008 Update of the United States National Seismic Hazard Map, USGS Open-File Report 2008– 1128.
[17] Power, M. S., Coppersmith, K. J., Youngs, R. R., Schwartz, D. P., Swan, R. H., 1981. Seismic Exposure Analysis for the WNP-2 and WNP-1/4 Site: Appendix 2.5K to Amendment no. 18 Final Safety Analysis Report for WNP-2, Woodward Clyde Consultants, 1981.
[18] Wathelet M., 2008, An improved neighborhood algorithm: parameter conditions and dynamic scaling Geoph. Res. Lett. 35 9.
[19] Wells, D. L. and Coppersmith, K. J., 1994 New Empirical Relationships among Magnitude, Rupture Length, Rupture Width, Rupture Area, and Surface Displacement, Bull. Seismol. Soc. Am., 84 (4), 1994, pp. 974-1002.
[20] Youngs, R. R., Chiou, S. J., Silva, W. J., Humphrey, J. R., 1997 Strong Ground Motion Attenuation Relationships for Subduction Zone Earthquakes, Seismol. Res. Lett., Vol. 68, 1997, pp. 58–73.
[21] Zhao John, X., Zhang, J., Asano, A., Ohno, Y., Oouchi, T., Takahashi, T., Ogawa, H., Irikura, K., Thio, H., Somerville, P., 2006. Attenuation Relations of Strong Motion in Japan using Site Classification Based on Predominant Period, Bull. Seismol. Soc. Am., Vol. 96, 2006, pp. 898.
[22] BPS (2014), Tasikmalaya in figures (Tasikmalaya dalam angka). BPS-Statistics of Tasikmalaya (https://tasikmalayakota.bps.go.id)
[23] Ryan, W. B. F., Carbotte, S. M., Coplan, J., O'Hara, S., Melkonian, A., Arko, R., Weissel, R. A., Ferrini, V., Goodwillie, A., Nitsche, F., Bonczkowski, J., & Zemsky, R. (2009). Global Multi-Resolution Topography (GMRT) synthesis data set. Geochemistry, Geophysics, Geosystems, 10 (3), Q03014. https://doi.org/10.1029/2008GC002332
Cite This Article
  • APA Style

    Asdani Soehaimi, Sukahar Eka Adi Saputra, Yayan Sopyan, Rio Alcanadre Tanjung, Rizky Komalasari, et al. (2022). Seismic Hazard Microzonation of Tasikmalaya City, West Java Province, Indonesia. Earth Sciences, 11(4), 220-231. https://doi.org/10.11648/j.earth.20221104.18

    Copy | Download

    ACS Style

    Asdani Soehaimi; Sukahar Eka Adi Saputra; Yayan Sopyan; Rio Alcanadre Tanjung; Rizky Komalasari, et al. Seismic Hazard Microzonation of Tasikmalaya City, West Java Province, Indonesia. Earth Sci. 2022, 11(4), 220-231. doi: 10.11648/j.earth.20221104.18

    Copy | Download

    AMA Style

    Asdani Soehaimi, Sukahar Eka Adi Saputra, Yayan Sopyan, Rio Alcanadre Tanjung, Rizky Komalasari, et al. Seismic Hazard Microzonation of Tasikmalaya City, West Java Province, Indonesia. Earth Sci. 2022;11(4):220-231. doi: 10.11648/j.earth.20221104.18

    Copy | Download

  • @article{10.11648/j.earth.20221104.18,
      author = {Asdani Soehaimi and Sukahar Eka Adi Saputra and Yayan Sopyan and Rio Alcanadre Tanjung and Rizky Komalasari and Sandy Perdana Arief Setiawan},
      title = {Seismic Hazard Microzonation of Tasikmalaya City, West Java Province, Indonesia},
      journal = {Earth Sciences},
      volume = {11},
      number = {4},
      pages = {220-231},
      doi = {10.11648/j.earth.20221104.18},
      url = {https://doi.org/10.11648/j.earth.20221104.18},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.earth.20221104.18},
      abstract = {Tasikmalaya, as the capital city of Tasikmalaya Prefecture in West Java Province, Indonesia, which has a high density population. More than 600.000 peoples are living in this city, many buildings, and some important infrastructures has been built. Base on probabilistic seismic hazard map of Indonesia by National Standardization Agency, shown the Tasikmalaya City located at the region of Peak Ground Acceleration (PGA)= 0.4 – 0.5 g and Pseudo Spectral Acceleration (PSA SS: 0.2 second and PSA S1: 1 second= 0.7 – 0.8g and 0.4 – 0.5g, for Soil Class SB, 2% probability in 50 years. In order to mitigate seismic risk, a potential seismic hazard micro-zonation map has been produced as guidance for urban city planning. We classify three potential seismic hazard micro-zonation based on the wave velocity of Vs30. The first class is High Potential Seismic Hazard Zones (Vs30 < 175 m/second and amplification 2), the second is Medium Potential Seismic Hazard Zonation (Vs30= 175 – 350 m/second and amplification 1.5), and the third is Low Potential Seismic Hazard Zonation (Vs30 = 350 – 750 m/second and amplification 1). The assessment of potential seismic hazard and risk refer to National Standardization Agency, the building and non-building has the risk categories I, II, III, and IV which are located in High, Medium and Low Potential Seismic Hazard Zonation’s. The risk category recommend to have building and non-building structures with seismic design categories D. However, the building and non-building that have been built do not follow the seismic design particularly design category D. Therefore, potential seismic risk and seismic design categories are recommended to be applied to spatial planning as an effort to mitigate earthquake risk in the city of Tasikmalaya. We defined 9 active faults and 5 potential active faults surrounding in the city. Most of them are threaten the settlement with a variety of maximum credible earthquake.},
     year = {2022}
    }
    

    Copy | Download

  • TY  - JOUR
    T1  - Seismic Hazard Microzonation of Tasikmalaya City, West Java Province, Indonesia
    AU  - Asdani Soehaimi
    AU  - Sukahar Eka Adi Saputra
    AU  - Yayan Sopyan
    AU  - Rio Alcanadre Tanjung
    AU  - Rizky Komalasari
    AU  - Sandy Perdana Arief Setiawan
    Y1  - 2022/08/29
    PY  - 2022
    N1  - https://doi.org/10.11648/j.earth.20221104.18
    DO  - 10.11648/j.earth.20221104.18
    T2  - Earth Sciences
    JF  - Earth Sciences
    JO  - Earth Sciences
    SP  - 220
    EP  - 231
    PB  - Science Publishing Group
    SN  - 2328-5982
    UR  - https://doi.org/10.11648/j.earth.20221104.18
    AB  - Tasikmalaya, as the capital city of Tasikmalaya Prefecture in West Java Province, Indonesia, which has a high density population. More than 600.000 peoples are living in this city, many buildings, and some important infrastructures has been built. Base on probabilistic seismic hazard map of Indonesia by National Standardization Agency, shown the Tasikmalaya City located at the region of Peak Ground Acceleration (PGA)= 0.4 – 0.5 g and Pseudo Spectral Acceleration (PSA SS: 0.2 second and PSA S1: 1 second= 0.7 – 0.8g and 0.4 – 0.5g, for Soil Class SB, 2% probability in 50 years. In order to mitigate seismic risk, a potential seismic hazard micro-zonation map has been produced as guidance for urban city planning. We classify three potential seismic hazard micro-zonation based on the wave velocity of Vs30. The first class is High Potential Seismic Hazard Zones (Vs30 < 175 m/second and amplification 2), the second is Medium Potential Seismic Hazard Zonation (Vs30= 175 – 350 m/second and amplification 1.5), and the third is Low Potential Seismic Hazard Zonation (Vs30 = 350 – 750 m/second and amplification 1). The assessment of potential seismic hazard and risk refer to National Standardization Agency, the building and non-building has the risk categories I, II, III, and IV which are located in High, Medium and Low Potential Seismic Hazard Zonation’s. The risk category recommend to have building and non-building structures with seismic design categories D. However, the building and non-building that have been built do not follow the seismic design particularly design category D. Therefore, potential seismic risk and seismic design categories are recommended to be applied to spatial planning as an effort to mitigate earthquake risk in the city of Tasikmalaya. We defined 9 active faults and 5 potential active faults surrounding in the city. Most of them are threaten the settlement with a variety of maximum credible earthquake.
    VL  - 11
    IS  - 4
    ER  - 

    Copy | Download

Author Information
  • National Research and Innovation Agency (BRIN), Center for Geological Hazards, Bandung, Indonesia

  • Center for Geological Survey, Geological Agency, Ministry of Energy and Mineral Resources Republic of Indonesia, Bandung, Indonesia

  • Center for Geological Survey, Geological Agency, Ministry of Energy and Mineral Resources Republic of Indonesia, Bandung, Indonesia

  • Center for Geological Survey, Geological Agency, Ministry of Energy and Mineral Resources Republic of Indonesia, Bandung, Indonesia

  • Agency for Planning Development and Research of Tasikmalaya Local Government, Tasikmalaya, Indonesia

  • Agency for Planning Development and Research of Tasikmalaya Local Government, Tasikmalaya, Indonesia

  • Sections