SHARE WAVE VELOCITY MODEL TO A DEPTH OF 30 METER (Vs30) USING HORIZONTAL VERTICAL TIME FREQUENCY ANALYSIS (HVTFA) METHOD

Syawaldin Ridha, Meta Syafitri, Sukir Maryanto, Agustya Adi Martha

Abstract


A share wave velocity model to a depth of 30 meter (vs30) can be used to find the type of the ground as a preventive action against earthquake disaster mitigation. Vs30 is obtained from the inversion of ellipticity curve using HVTFA method. HVTFA method is a method that can minimize the love curve in the ellipticity curve. Therefore, a more reliable share wave velocity can be obtained. It is necessary to find reliability of a model in a further research. The objectives of this research were to find the reliability of HVTFA and HVSR methods and determine the reliability of vs30 model from the result of inversion of Rayleigh-wave ellipticity curve using HVTFA method with duration of microtremor measurement of 0.5 hour, 1 hour, 2 hours, 3 hours, 4 hours, 5 hours and 6 hours. Data used in this research were microtremor data. The microtremor data were processed using HVTFA and HVSR method in Geopsy software to find the ellicpticity curve. Next, the inversion of ellipticity was carried out in dinver software to obtain the share wave velocity model. After that, the error value from the model was calculated using vs%Miss, Boun%Miss, Ev, and Eb. The error value of HVTFA method still met the requirement of reliable model, but not the error value of HVSR method. The high error value in HVSR method was found in Bound%Miss and Eb. It meant that the share wave velocity of HVSR method had a high error value in the estimation of surface depth and thickness. Therefore, HVTFA method produced a more reliable vs30 model than HVSR method. In addition, the velocity model of HVTFA method from microtremor data with duration of 0.5 hour, 1 hour, 2 hours, 3 hours, 4 hours, 5 hours and 6 hours also had reliable model.

 


Keywords


vs30 model; microtremor; HVTFA; HVSR; ellipticity curve

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References


Atashband, S., & Esfahanizadeh, M. (2012). Effects Evaluation of Ambient Vibration Recording Conditions on HVTFA Results. LISBOA: 15 WCEE.

Bonnefoy-Claudet, S., Cornou, C., & Bard, P. (2006b). The nature of noise wavefield and its applications for site effects studies. Earth-Science Reviews. doi:10.1016/j.earscirev.2006.07.004.

Davoodi, M., Haghshenas, Esfahanizadeh, Mirjalili, M., & Atashband, S. (2008). Evaluating the Reliability of f-k and SPAC methods. The 14 World Conference on Earthquake Engineering, 02-0161, 9.

Hobinger, M. (2011). Polarization of Surface Waves : Characterization, Inversion and Application to Seismic Hazard Assessment. Saint-Martin-d'Heres: Universite de Grenoble.

Ibrahim, G., & Subarjo. (2005). Pengetahuan Seismologi. Jakarta: Badan Meteorologi dan Geofisika.

Kanli, A., Tildy, P., Prónay, Z., Pinar, A., & Hermann, L. (2006). Vs 30 Mapping and Soil Calssification for Seismic Site Effect Evaluation in Dinar Region, SW Turkey. Geophysics Journal International, 165, 233-235.

Knapmeyer-Endrun, B., Golombek, M. P., & Ohrnberger, M. (2017). Rayleigh Wave Ellipticity Modeling and Inversion for Shallow Structure at the Proposed InSight Landing. Space Sci Rev, 211, 339– 382.

Lang, D., & Schwarz, J. (2004). Instrumental Subsoil Clasification of Californian Strong Ground Motion Site Based on Single Measurments. 1, 66.

Lay, T., & Wallace, T. C. (1995). Modern Global Seismology. San Diego: Academic Press.

Lilie, R. J. (1999). Whole Earth Geophysics. New Jersey: Prentice-Hall. Mirzaoglu, M., & Dykmen, U. (2003). Application of Microtremor to Seismic Microzoning Procedure. Journal of The Balkan Geophysical Society, 6, 3.

Motamed, R., Ghalandarzadeh, A., Tawhata, I., & Tabatabei, S. (2007). Seismic Microzonation and Damage Assessment of Bam City, Southern Iran. Journal of The Balkan Geophysical Society, 11, 110-132.

Mussett, A. E., & Khan, M. A. (2000). Looking Into the Earth. New York: Cambridge University Press. Nandi. (2006). Gempa Bumi. Bandung: UPI.

Patimah, S. (2017). Analisis Litologi Bawah Permukaan Berdasarkan Ground Profiles Kecepatan Gelombang Geser dengan Metode Ellipticity Curve di Kecamatan Prambanan dan Kecamatan Gantiwarno Kabupaten Klaten. Yogyakarta: Universitas Negeri Yogyakarta.

Poggi, V., Fah, D., Burjanek, J., & Giardini, D. (2012). The Use of Rayleigh-wave Ellipticity for Site-Specific Hazard Assessment and Microzonation: Application to The City of Lucerne, Switzerland. Geophysical Journal International, 188, 1154-1172.

Telford, W. M., Geldart, L. P., & Sheriff, R. E. (1990). Applied Geophysics. Cambridge: Press Syndicate of the University of Cambridge.

UU no 24. (2007). Undang - Undang Republik Indonesia Nomor 24 Tahun 2007.




DOI: http://dx.doi.org/10.21776/ub.jeest.2022.009.01.1

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