Article : Ground-motion prediction equations for induced seismicity in the main anticline and main syncline, Upper Silesian Coal Basin, Poland
Authors : Bogusz, J.Centre of Applied Geomatics, Military University of Technology, firstname.lastname@example.org, Saibi, H.Laboratory of Exploration Geophysics, Department of Earth Resources Engineering, Faculty of Engineering, Kyushu University, Fukuoka, Japan, email@example.com, Verbanac, G.University of Zagreb, Faculty of Science, Department of Geophysics, Zagreb, Croatia, firstname.lastname@example.org, Mustasaar, M.Department of Geology, University of Tartu, Tartu, Estonia, email@example.com, Dobróka, M.Department of Geophysics, University of Miskolc, Egyetemvaros, Miskolc, Hungary, firstname.lastname@example.org, Dębski, W.Institute of Geophysics, Polish Academy of Sciences, Warszawa, Poland, email@example.com, Tomecka-Suchoń, S.AGH University of Science and Technology, Kraków, Poland, firstname.lastname@example.org, Kalab, Z.VSB – Technical University of Ostrava, Faculty of Civil Engineering, Ostrava-Poruba, Czech Republic, email@example.com, Golik, A.University of Silesia, Sosnowiec, Poland, firstname.lastname@example.org,
Abstract : The purpose of the research was to determine parameters of ground-motion models for two areas characterized by considerable induced seismicity and different geology. Fifty-nine events collected from surface seismological stations of coal mine “Bielszowice” (at the Main Anticline, South Poland) and 144 events from coal mine “Ziemowit” (at the Main Syncline, South Poland) were used for computation. For both areas, simple ground-motion prediction equations (GMPEs) without site effects were derived, but the model was acceptable only for “Bielszowice” area. The GMPE was calculated once again for “Ziemowit”, but this time we took into consideration the amplification coefficient, which significantly improved the model solution. Finally, the theoretical value of amplification was calculated. Knowing that the amplification is associated with subsurface layers, we used three different models of overburden: (i) with Quaternary sediments only, (ii) with a complex of Quaternary-Tertiary sediments, and (iii) with a complex of Quaternary-Tertiary-Triassic sediments and Carboniferous as a basement. Usually, the amplification of vibrations appears in the Quaternary sediments. However, theoretical calculations of amplification were consistent with the results obtained from GMPE when a rigid Carboniferous substratum was applied.
Bibliography : Abd El-Aal, A.K. (2008), Simulating time-histories and pseudo-spectral accelerations from the 1992 Cairo earthquake at the proposed El-Fayoum New City Site, Egypt, Acta Geophys. 56, 4, 1025-1042, DOI: 10.2478/s11600-008-0054-6.
Ambraseys, N.N., J. Douglas, S.K. Sarma, and P.M. Smit (2005), Equations for the estimation of strong ground motions from shallow crustal earthquakes using data from Europe and the Middle East: Horizontal peak ground acceleration and spectral acceleration, Bull. Earthq. Eng. 3, 1, 1-53, DOI: 10.1007/s10518-005-0183-0.
Bolt, B.A., and N.A. Abrahamson (2003), Estimation of strong seismic ground motions. In: W.H.K. Lee, H. Kanamori, P.C. Jennings, and C. Kisslinger (eds.), International Handbook of Earthquake and Engineering Seismology, Part B, IASPEI, 983-1001, DOI: 10.1016/S0074-6142(03)80173-0.
Campbell, K.W. (2003), Strong-motion attenuation relations. In: W.H.K. Lee, H. Kanamori, P.C. Jennings, and C. Kisslinger (eds.), International Handbook of Earthquake and Engineering Seismology, Part B, IASPEI, 1003-1012, DOI: 10.1016/S0074-6142(03)80174-2.
Frej, A., and W.M. Zuberek (2008), Local effects in peak accelerations caused by mining tremors in Bytom Syncline Region (Upper Silesia), Acta Geodyn. Geomater. 5, 2(150), 115-122.
Joyner, W.B., and D.M. Boore (1993), Methods for regression analysis of strongmotion data, Bull. Seismol. Soc. Am. 83, 2, 469-487.
Kawase, H. (2003), Site effects on strong ground motions. In: W.H.K. Lee, H. Kanamori, P.C. Jennings, and C. Kisslinger (eds.), International Handbook of Earthquake and Engineering Seismology, Part B, IASPEI, 1013-1030, DOI: 10.1016/S0074-6142(03)80175-4.
Lasocki, S. (2002), Attenuation relation for horizontal component of peak ground acceleration below 10 Hz frequency for the Polkowice, Publs. Inst. Geophys. Pol. Acad. Sc. M-27, 352, 79-90 (in Polish).
McGuire, R.K. (1978), Seismic ground motion parameter relations, J. Geotech. Eng. Div. ASCE 104, 4, 481-490.
Olszewska, D. (2008), Evaluation of the site effects and structure of the frequency seismic signals for improved accuracy of prediction of the spread of vibrations excited by mining tremors in the Legnica-Głogów Copper District, Ph.D. thesis, AGH, Kraków.
Schön, J.H. (2004), Physical properties of rocks: Fundamentals and principles of petrophysics. In: K. Helbig and S. Treitel (eds.), Handbook of Geophysical Exploration: Seismic Exploration, Vol. 18, Elsevier, Oxford.
Takahashi, R., and K. Hirano (1941), Seismic vibrations of soft ground, Bull. Earthq. Res. Inst. Tokyo Univ. 19, 534-543.
Qute : Bogusz, J. ,Saibi, H. ,Verbanac, G. ,Mustasaar, M. ,Dobróka, M. ,Dębski, W. ,Tomecka-Suchoń, S. ,Kalab, Z. ,Golik, A. ,Golik, A. , Ground-motion prediction equations for induced seismicity in the main anticline and main syncline, Upper Silesian Coal Basin, Poland. Acta Geophysica Vol. 60, no. 2/2012