Studi Mikrotremor dengan Metode Horizontal to Vertical Spectral Ratio (HVSR) di Tapak RDE, Serpong
DOI: http://dx.doi.org/10.55981/eksplorium.2019.5489
Abstract
ABSTRAK
Bencana alam seperti kejadian gempa bumi dapat menyebabkan kerusakan pada area tapak dan infrastruktur termasuk fasilitas reaktor nuklir. Fenomena ini perlu dipahami secara komprehensif melalui catatan sejarah karakteristik dinamik tapak. Penggunaan mikrotremor dengan metode Horizontal to Vertical Spectral Ratio (HVSR) telah digunakan secara luas dalam investigasi bawah permukaan sejak satu dekade terakhir. Tujuan penelitian ini adalah mengetahui karakteristik geologi setempat dan karakteristik dinamis bawah permukaan. Penelitian ini mengaplikasikan penggunaan mikrotremor metode HVSR di tapak Reaktor Daya Eksperimental (RDE) di Serpong. Pengukuran dilakukan di 15 lokasi, kemudian data diolah dengan metode HVSR menggunakan perangkat lunak Geopsy. Hasil analisis menunjukkan bahwa Tapak RDE mempunyai nilai frekuensi dominan antara 3,06 Hz–23,27 Hz dan faktor amplifikasi 1,84–6,37. Bagian timur laut dan tenggara tapak memiliki indeks kerentanan seismik yang lebih tinggi dibandingkan dengan bagian lainnya. Oleh karena itu, pilihan lokasi gedung reaktor di area barat daya sudah tepat kerena memiliki faktor amplifikasi, ketebalan sedimen, dan indeks kerentanan seismik yang relatif rendah.
ABSTRACT
Natural disaster like earthquake can cause damage to the site and the infrastructure including nuclear reactor facilities. This phenomenon needs comprehensively understood through its dynamic characteristics historical records of the site. The use of Horizontal to Vertical Spectral Ratio (HVSR) method has been widely used for subsurface investigation since last decade. The aimed of the research is to obtain local geological and subsurface dynamic characetristics. This research is applying the use of HVSR method for Experimental Power Reactor (RDE) in Serpong. The measurements are in 15 locations, and then the data is processed by using Geopsy software. The analysis result shows that the RDE site has dominant frequncy values between 3.06 Hz–23.271 Hz and amplification factor 1.84–6.37. The northeast and southeast areas of the site have higher seismic vulnerability index than in other area. Therefore, the selection for reactor bulding location in the southwest area is proper because it has lower amplification factor, sedimen thickness, and seismic vulnerability index.
Keywords
Full Text:
PDF (Bahasa Indonesia)References
[1] BATAN, “Laporan Evaluasi Tapak RDE Aspek Geoteknik dan Pondasi,” Jakarta, 2016.
[2] Sungkono and B. J. Santosa., “Karakterisasi Kurva Horizontal-To-Vertical Spectral Ratio: Kajian Literatur Dan Permodelan,” J. Neutrino, vol. 4, no. 1, 2011.
[3] Sunaryo, H. U. Mala, and A. Prasetio, “Earthquake Microzonation Study on Batu Besi Dam of Nuha, East Luwu, South Sulawesi, Indonesia,” Int. J. GEOMATE, vol. 15, no. 48, pp. 148–154, 2018.
[4] BATAN, “Laporan Evaluasi Tapak Aspek Kegempaan,” Jakarta, 2016.
[5] P. Gueguen, J. L. Chatelain, B. Guillier, and H. Yepes, “An indication of the soil topmost layer response in Quito ( Ecuador ) using noise H / V spectral ratio,” Soil Dyn. Earthq. Eng., vol. 19, pp. 127–133, 2000.
[6] R. Carniel, P. Malisan, F. Barazza, and S Grimaz, “Improvement of HVSR technique by wavelet analysis,” Soil Dyn. Earthq. Eng., vol. 28, no. 4, pp. 321–327, 2008.
[7] M. Herak, “Model HVSR — A Matlab tool to model horizontal-to-vertical spectral ratio of ambient noise,” Comput. Geosci., vol. 34, pp. 1514–1526, 2008.
[8] J. Saita, M. L. T. Bautista, and Y Nakamura, “On Relationship Between The Estimated Strong Motion Characteristics Of Surface Layer And The Earthquake Damage,” in 13 th World Conference on Earthquake Engineering, 2004, no. 905, pp. 1–7.
[9] M. Mirzaoglu and Ü. Dýkmen, “Application of microtremors to seismic microzoning procedure,” J. Balk. Geophys. Soc., vol. 6, no. No. 3, pp. 143–156, 2003.
[10] M Sutrisna, C. Sulaeman, and N. D. Ardi, “Metode Mikrotremor untuk Mikrozonasi Gempa Bumi di Kota Cilacap,” J. online Fis., vol. 3, no. 2, 2015.
[11] J. W. Lane, E. A. White, G. V. Steele and J. C. Cannia, “Estimation of Bedrock Depth Using the Horizontal‐to‐vertical (H/V) Ambient‐noise Seismic Method,” in Symposium on the Application of Geophysics to Engineering and Environmental Problems 2008, Denver, Colorado, Society of Exploration Geophysicists, 2008, pp. 490–502.
[12] A. I. Hadi, M. Farid, and Y. Fauzi, “Pemetaan Percepatan Getaran Tanah Maksimum dan Kerentanan Seismik Akibat Gempa Bumi untuk Mendukung Rencana Tata Ruang dan Wilayah (RTRW) Kota Bengkulu,” Simetri J. Ilmu Fis. Indones., vol. 1 Nomor 2, September, pp. 81–86, 2012.
[13] Saaduddin, Sismanto, and Marjiyono, “Pemetaan Indeks Kerentanan Sesimik Kota Padang Sumatera Barat dan Korelasinya dengan Titik Kerusakan Gempa Bumi 30 September 2009,” in Seminar Nasional Kebumian Ke-8, 2015, pp. 459–466.
[14] Daryono, Sutikno, J Sartohadi, Dulbahri, and K. S. Brotopuspito, “Pengkajian Local Site Effect di Graben Bantul Menggunakan Indeks Kerentanan Seismik Berdasarkan Pengukuran Mikrotremor,” J. Kebencanaan Indones., vol. 2, no. No.1, pp. 456–467, 2009.
[15] S. S. Arifin, “Penentuan Zona Rawan Guncangan Bencana Gempa Bumi Berdasarkan Analisis Nilai Amplifikasi HVSR Mikrotremor dan Analisis Periode Dominan Daerah Liwa dan Sekitarnya,” J. Geofis. Eksplor., vol. 2, no. 1, pp. 30–40, 2018.
[16] N. Sitorus, S. Purwanto, and W. Utama “Analisis Nilai Frekuensi Natural dan Amplifikasi Desa Olak Alen Blitar Mengguakan Metode Mikrotremor HVSR,” J. Geosaintek, vol. 03, no. 02, pp. 89–92, 2017.
[17] R. A. Murdiantoro, Sismanto, and Marjiyono “Pemetaan Daerah Rawan Kerusakan Akibat Gempabumi di Kotamadya Denpasar dan Sekitarnya dengan Menggunakan Analisis Mikrotremor Studi Kasus : Gempabumi Seririt 14 Juli 1976,” J. Fis. Indones., vol. 20 No.2, no. 2, pp. 36–41, 2016.Refbacks
- There are currently no refbacks.
Copyright EKSPLORIUM: Buletin Pusat Pengembangan Bahan Galian Nuklir (e-ISSN 2503-426x p-ISSN 0854-1418)
National Research and Innovation Agency (BRIN), KA. B.J. Habibie, Jl. M.H. Thamrin No.8, Jakarta, 10340, Indonesia.