مجله ژئوفیزیک ایران

مجله ژئوفیزیک ایران

Determination of two-dimensional shear-wave velocity profiles using single-station and array measurements of ambient noises in Hakimiyeh valley, Tehran, Iran

نوع مقاله : مقاله پژوهشی‌

نویسندگان
1 Ph.D., International Institute of Earthquake Engineering and Seismology (IIEES), Tehran, Iran
2 Associate Professor, Department of Geotechnical Engineering, International Institute of Earthquake Engineering and Seismology (IIEES), Tehran, Iran
3 Assistant Professor, Department of Civil Engineering and Architecture, Faculty of Enghelab-e Eslami, Technical and Vocational University (TVU), Tehran, Iran
چکیده
The shear-wave velocity (Vs) of soils has been acknowledged among the most critical factors
affecting the nature of seismic surface motions, known as seismic site effects, in the course of probable earthquakes. Together with the one-dimensional (1D) Vs profiles of soils, the lateral
heterogeneity of velocity contrasts may strongly impact seismic ground motions within the surface. Such conditions seem to occur in the city of Tehran, Iran, mainly in the eastern part, Hakimiyeh Valley, wherein alluvial deposits have been settled between the Alborz and Sepayeh (the
Anti-Alborz) mountain ranges. In this resepct, the significant differences observed between
previous analytical and empirical studies doubles the necessity of estimating real bedrock depth and Vs structure in this area. Given that the improper analysis of seismic site effects, using
unrealistic dynamic characteristics, gives rise to the low-accuracy prediction of seismic hazards as well as significant human and financial losses; this study is an attempt to extract the two-dimensional (2D) Vs structure of the subsurface layers in the form of two north-south and east-west profiles, through the single-station and array measurements of ambient noises (viz., microtremors), as the first deep alluvial models in this area. For this purpose, the ambient noises are recorded with reference to 4 and 11 array and single-station measurements, respectively. A circular layout,
comprised of two concentric circles, is further considered for the array measurements with 11 three-component narrow-band seismometers, Lennartz LE-3D/20S, within each array. The
recorded array seismograms are then analyzed via the spatial autocorrelation (SPAC) method and the frequency-wavenumber (F-K) analysis, and all seismograms recorded in this line are
subsequently evaluated by the time-frequency analysis (TFA) of ellipticity in the Geopsy software. Afterward, the results are utilized as the objective functions (OFs) in the inversion operation for calculating the Vs profiles at the selected stations. The neighborhood algorithm is further applied for the inversion of the OFs and the extraction of the Vs profiles. The study results as it comes to the extraction of the 2D profiles and the recognition of the Vs structure in this area, along with the velocity of 2200 m/s, correspond to the seismic bedrock located in the deepest part of the
sedimentary basin, 800 m. Moreover, the underground topographies, such as faults, can be
identified in the Vs profiles by means ofusing the ambient noises. As a final point, the profiles
indicate that the variations in the Vs and dynamic properties of the soil are significant in this area, as one with a complicated subsurface structure. The dominant frequencies of the sediments in
Hakimiyeh Valley, reported in previous analytical research, are also significantly different from that those extracted in this empirical study. As an illustration, no sharp and clear peaks can be
spotted in the analytical amplification functions in Hakimiyeh Valley, while there are distinct peaks below 2 Hz at most stations in the present study. Furthermore, the study results are in good
agreement with the geology of this area, and pave the ground for analytical site effect studies in the future.Tehran Alluvium, shear-wave velocity, ambient noise, ellipticity, site effects
کلیدواژه‌ها

موضوعات


عنوان مقاله English

Determination of two-dimensional shear-wave velocity profiles using single-station and array measurements of ambient noises in Hakimiyeh valley, Tehran, Iran

نویسندگان English

Mojtaba Siavashpour 1
Ebrahim Haghshenas 2
Mohsen Fazlavi 3
1 Ph.D., International Institute of Earthquake Engineering and Seismology (IIEES), Tehran, Iran
2 Associate Professor, Department of Geotechnical Engineering, International Institute of Earthquake Engineering and Seismology (IIEES), Tehran, Iran
3 Assistant Professor, Department of Civil Engineering and Architecture, Faculty of Enghelab-e Eslami, Technical and Vocational University (TVU), Tehran, Iran
چکیده English

The shear-wave velocity (Vs) of soils has been acknowledged among the most critical factors
affecting the nature of seismic surface motions, known as seismic site effects, in the course of probable earthquakes. Together with the one-dimensional (1D) Vs profiles of soils, the lateral
heterogeneity of velocity contrasts may strongly impact seismic ground motions within the surface. Such conditions seem to occur in the city of Tehran, Iran, mainly in the eastern part, Hakimiyeh Valley, wherein alluvial deposits have been settled between the Alborz and Sepayeh (the
Anti-Alborz) mountain ranges. In this resepct, the significant differences observed between
previous analytical and empirical studies doubles the necessity of estimating real bedrock depth and Vs structure in this area. Given that the improper analysis of seismic site effects, using
unrealistic dynamic characteristics, gives rise to the low-accuracy prediction of seismic hazards as well as significant human and financial losses; this study is an attempt to extract the two-dimensional (2D) Vs structure of the subsurface layers in the form of two north-south and east-west profiles, through the single-station and array measurements of ambient noises (viz., microtremors), as the first deep alluvial models in this area. For this purpose, the ambient noises are recorded with reference to 4 and 11 array and single-station measurements, respectively. A circular layout,
comprised of two concentric circles, is further considered for the array measurements with 11 three-component narrow-band seismometers, Lennartz LE-3D/20S, within each array. The
recorded array seismograms are then analyzed via the spatial autocorrelation (SPAC) method and the frequency-wavenumber (F-K) analysis, and all seismograms recorded in this line are
subsequently evaluated by the time-frequency analysis (TFA) of ellipticity in the Geopsy software. Afterward, the results are utilized as the objective functions (OFs) in the inversion operation for calculating the Vs profiles at the selected stations. The neighborhood algorithm is further applied for the inversion of the OFs and the extraction of the Vs profiles. The study results as it comes to the extraction of the 2D profiles and the recognition of the Vs structure in this area, along with the velocity of 2200 m/s, correspond to the seismic bedrock located in the deepest part of the
sedimentary basin, 800 m. Moreover, the underground topographies, such as faults, can be
identified in the Vs profiles by means ofusing the ambient noises. As a final point, the profiles
indicate that the variations in the Vs and dynamic properties of the soil are significant in this area, as one with a complicated subsurface structure. The dominant frequencies of the sediments in
Hakimiyeh Valley, reported in previous analytical research, are also significantly different from that those extracted in this empirical study. As an illustration, no sharp and clear peaks can be
spotted in the analytical amplification functions in Hakimiyeh Valley, while there are distinct peaks below 2 Hz at most stations in the present study. Furthermore, the study results are in good
agreement with the geology of this area, and pave the ground for analytical site effect studies in the future.

کلیدواژه‌ها English

Tehran Alluvium
shear-wave velocity
ambient noise
ellipticity
site effects
BSSC (Building Seismic Safety Council) (2020). NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, Part1 Provisions. National Institute of Building Sciences.
GSI (Geological Survey and Mineral Exploration of Iran) (1997). Geological map of Iran, Sheet No. 6361. Tehran, Iran.
ICC (International Code Council) (2018). 2018 International Building Code. ICC Retrieved from https://codes.iccsafe.org/content/IBC2018
Abbasi, M. (2011). The relationship between shear wave velocity and the number of standard penetration test in Mashhad alluvium, The 6th National Civil Engineering Congress, Semnan, Iran https://civilica.com/doc/120507
Acerra, C., Aguacil, G., Anastasiadis, A., Atakan, K., Azzara, R., Bard, P.-Y., Basili, R., Bertrand, E., Bettig, B., & Blarel, F. (2004). Guidelines for the implementation of the H/V spectral ratio technique on ambient vibrations measurements, processing and interpretation. No. European Commission–EVG1-CT-2000-00026 SESAME. Brussels, Belgium: European Commission.
Ahmadzadeh Irandoust, M., Priestley, K., & Sobouti, F. (2022). A Seismic investigation of the upper crustal structure of the Iranian plateau. Iranian Journal of Geophysics, 15(4), 115-126.‎
Aki, K. (1957). Space and time spectra of stationary stochastic waves, with special reference to microtremors. Bulletin of the Earthquake Research Institute, 35, 415-456.
Athanasopoulos, G. (1970). Empirical correlations Vso-NSPT for soils of Greece: A comparative study of reliability. WIT Transactions on The Built Environment, 15.
Bard, P.-Y. (1999). Microtremor measurements: a tool for site effect estimation. In Proc. of 2nd Int. Symp. on the Effects of Surface Geology on Seismic Motion.
Bettig, B., Bard, P., Scherbaum, F., Riepl, J., Cotton, F., Cornou, C., & Hatzfeld, D. (2001). Analysis of dense array noise measurements using the modified spatial auto-correlation method (SPAC): application to the Grenoble area. Bollettino di Geofisica Teorica ed Applicata, 42(3-4), 281-304.
BHRC (Building and Housing Research Center) (2015). Iranian code of practice for seismic resistant design of buildings (4th edition). Road, Housing & Urban Development Research Center Tehran, Iran. (In Persian)
Capon, J. (1969). High-resolution frequency-wavenumber spectrum analysis. Proceedings of the IEEE, 57(8), 1408-1418.
Che, A.-l., Zhang, T.-y., & Feng, S.-k. (2016). Characteristics of long period microtremor and validation of microtremor array measurements in inland areas of China. Journal of Mountain Science, 13(11), 1910-1922.
Cheshmi, A., Fakher, A., & Khamehchian, M.A. (2008). Geology of Tehran Alluvium and Evaluation of Rieben Classification for Geotechnical Studies. Journal of Science (University of Tehran) (JSUT), 34(2), 1-15. SID. https://sid.ir/paper/2208/en (In Persian)
Chen, C. T., Kuo, C. H., Lin, C. M., Huang, J. Y., & Wen, K. L. (2022). Investigation of shallow S-wave velocity structure and site response parameters in Taiwan by using high-density microtremor measurements. Engineering Geology, 297, 106498.
Ehsani, N., Ghaemghamian, M. R., Fazlavi, M., & Haghshenas, E. (2015). Estimation of subsurface structure using microtremor in Karaj city, Iran. 10th Asian Regional Conference of IAEG,
Elbshbeshi, A., Gomaa, A., Mohamed, A., Othman, A., & Ghazala, H. (2022). Seismic hazard evaluation by employing microtremor measurements for Abu Simbel area, Aswan, Egypt. Journal of African Earth Sciences, 196, 104734.
Engalenc, M. (1968). Contribution a la Geologie, Geomorphologie, Hydrogeologie de la region de Tehran (Iran). CERH, Montpellier, France, 365.
Fäh, D., Kind, F., & Giardini, D. (2001). A theoretical investigation of average H/V ratios. Geophysical Journal International, 145(2), 535-549.
Fäh, D., Poggi, V., Marano, S., Michel, C., Burjanek, J., Bard, P., Cornou, C., Wathelet, M., Renalier, F., & Hobiger, M. (2010). Guidelines for the implementation of ambient vibration array techniques: measurement, processing and interpretation. NERIES deliverable JRA4-D9.
Fazlavi, M. (2014). Investigation of Seismic Properties of Deep Alluvium by Array Analysis of Environmental Vibrations (Case Study in Tehran) [Doctoral dissertation, International Institute of Earthquake Engineering and Seismology (IIEES)]. (In Persian)
Fazlavi, M., & Asadian, A. (2021). Evaluation of Changing Effects of Density and Thickness of Polyurethane as a Protective Coating on Underground Tunnels under Surface Blast. Karafan Quarterly Scientific Journal, 18(1), 119-134.
Fazlavi, M., & Haghshenas, E. (2015). Importance of mode detection in ambient noise array application for shear wave velocity profile determination. International Journal of Civil Engineering, 13(1), 62-72.
Foutch, D. A., Hjelmstad, K. D., Calderón, E. D. V., Gutiérrez, E. F., & Downs, R. E. (1989). The Mexico earthquake of September 19, 1985—Case studies of seismic strengthening for two buildings in Mexico City. Earthquake Spectra, 5(1), 153-174.
Haghshenas, E. (2005). Geotechnical Conditions and Local Seismic Hazards in Tehran [Doctoral dissertation, Joseph Fourier University-Grenoble I]. (In French)
Hayashi, K., Asten, M. W., Stephenson, W. J., Cornou, C., Hobiger, M., Pilz, M., & Yamanaka, H. (2022). Microtremor array method using spatial autocorrelation analysis of Rayleigh-wave data. Journal of Seismology, 26(4), 601-627.
Henstridge, J. D. (1979). A signal processing method for circular arrays. Geophysics, 44(2), 179-184.
Hobiger, M., Cornou, C., Wathelet, M., Giulio, G. D., Knapmeyer-Endrun, B., Renalier, F., Bard, P.-Y., Savvaidis, A., Hailemikael, S., & Le, B. N. (2013). Ground structure imaging by inversions of Rayleigh wave ellipticity: sensitivity analysis and application to European strong-motion sites. Geophysical Journal International, 192(1), 207-229.
Horike, M. (1985). Inversion of phase velocity of long-period microtremors to the S-wave-velocity structure down to the basement in urbanized areas. Journal of Physics of the Earth, 33(2), 59-96.
Ishida, H., Nozawa, T. and Niwa, M. (1998). Estimation of deep structure based on phase velocities and spectral ratios of long-period microtremors. In Proc. of 2nd Int. Symp. on the Effects of Surface Geology on Seismic Motion.
Jafari, M. K. (2001). Complementary Microzonation Studies for South of Tehran. Research report no. 5017. International Institute of Earthquake Engineering and Seismology (IIEES).(In Persian)
Jafari, M. K. (2001). Site Effect Microzonation for North of Tehran. Research report no. 5018. International Institute of Earthquake Engineering and Seismology (IIEES). (In Persian)
JICA (Japan International Cooperation Agency) (2000). The study on seismic microzoning of the Greater Tehran Area in the Islamic Republic of Iran. Pacific Consultants International Report, OYO Cooperation, Japan, 291-390.
Kind, F., Fäh, D., & Giardini, D. (2005). Array measurements of S-wave velocities from ambient vibrations. Geophysical Journal International, 160(1), 114-126.
Lacoss, R. T., Kelly, E. J., & Toksöz, M. N. (1969). Estimation of seismic noise structure using arrays. Geophysics, 34(1), 21-38.
Lee, M. W. (2002). Biot–Gassmann theory for velocities of gas hydrate-bearing sediments. Geophysics, 67(6), 1711-1719.
Matsushima, T., & Okada, H. (1990). Determination of deep geological structures under urban areas using long-period microtremors. Butsuri Tanko (Geophysical Exploration); (Japan), 43(1).
Moghadasi, N. S., & Shabani, E. (2022). Impact of distribution of seismic ambient noise sources on surface wave characteristics. Iranian Journal of Geophysics, 15(4), 1-14.‎
Pedrami, M. (1978). Brief information about Quaternary sediments around Tehran. https://www.gsi.ir/Images/engeo/quaternary.pdf (in Persian)
Rieben, H. (1955). The geology of the Teheran plain. American Journal of Science, 253(11), 617-639.
Sambridge, M. (1999). Geophysical inversion with a neighbourhood algorithm—I. Searching a parameter space. Geophysical journal international, 138(2), 479-494.
Sambridge, M. (1999). Geophysical inversion with a neighbourhood algorithm—II. Appraising the ensemble. Geophysical Journal International, 138(3), 727-746.
Scherbaum, F., Hinzen, K. G., & Ohrnberger, M. (2003). Determination of shallow shear wave velocity profiles in the Cologne, Germany area using ambient vibrations. Geophysical Journal International, 152(3), 597-612.
Schweitzer, J., Fyen, J., Mykkeltveit, S., Gibbons, S. J., Pirli, M., Kühn, D., & Kværna, T. (2012). Seismic arrays. In New manual of seismological observatory practice 2 (NMSOP-2) (pp. 1-80). Deutsches GeoForschungsZentrum GFZ.
Shabani, E., Mirzaei, N., Haghshenas, E., & Eskandari-Ghadi, M. (2011). A revised spatial autocorrelation method to study shear wave velocity. Journal of the Earth and Space Physics, 37(3), 71-85.
Shafiee, A., & Azadi, A. (2007). Shear-wave velocity characteristics of geological units throughout Tehran City, Iran. Journal of Asian Earth Sciences, 29(1), 105-115.
Shahsavani, H. & Pirooz, I. (2009). Comparison of shear wave velocity profile of subsurface layers obtained by DHT method with SASW and MASW methods: a case study in Shahrood University of Technology. The 8th International Congress of Civil Engineering, Shiraz, Iran. https://civilica.com/doc/62561 (In Persian)
Shankar, U., Kumari, S., Yadav, P. K., Singh, A. P., & Gupta, A. K. (2021). Microtremor measurements in the India's holy city, Varanasi for assessment of site characteristics. Quaternary International, 585, 143-151.
Shirzad, T., & Hossein Shomali, Z. (2014). Shallow crustal structures of the Tehran basin in Iran resolved by ambient noise tomography. Geophysical Journal International, 196(2), 1162-1176.
Sohrabi Bidar, A., Maghami, Sh., Zarean, A. & Asghari Koljahi, E. (2020). Investigating the convergence of shear wave velocity structure models resulting from the analysis of ellipticity curves of surface waves of ambient noises 1. Journal of Engineering Geology, 13(4), 15-27. SID. https://sid.ir/paper/958603/fa (In Persian)
Tokimatsu, K. (1997). Geotechnical site characterization using surface waves. Earthquake geotechnical engineering.
Wathelet, M. (2005). Array recordings of ambient vibrations: surface-wave inversion [PhD Diss., Liége University].
Wathelet, M. (2008). An improved neighborhood algorithm: parameter conditions and dynamic scaling. Geophysical Research Letters, 35(9).
Wathelet, M., Jongmans, D., & Ohrnberger, M. (2005). Direct inversion of spatial autocorrelation curves with the neighborhood algorithm. Bulletin of the Seismological Society of America, 95(5), 1787-1800.
Wycisk, P., Hubert, T., Gossel, W., & Neumann, C. (2009). High-resolution 3D spatial modelling of complex geological structures for an environmental risk assessment of abundant mining and industrial megasites. Computers & Geosciences, 35(1), 165-182.