Abstract
The micro-seismic hazard estimation including quantification of the ground motion amplification has been conducted at Ahmedabad city based on near-surface characterization/soil modeling. The city has experienced substantial damage in the course of the 2001 Bhuj earthquake. A total of 20 boreholes were drilled in the city up to the depths of 40–80 m. A five-fold methodology is adopted: (1) Assessment of the seismic perspective of the area under study, (2) demarcation of the engineering bed layer (EBL) through geophysical (seismic) surveys and the soil properties, (3) soil modeling using geotechnical and the geophysical parameters, (4) assessment of the strong ground motion at EBL through simulation considering far-field earthquake scenarios and near-field earthquakes scenario and (5) surface strong-motion estimation by ground response analysis based on equivalent-linear approach. The near-surface soil models were prepared from the borehole logs, shear-wave velocity estimated from the seismic survey and the soil properties like soil classification and density. The strong motion at EBL is computed by simulating seismotectonically justified scenario earthquakes through the stochastic finite-fault source modeling technique using the region-specific input parameters. The surface-strong motion is estimated by performing ground response analysis (with SHAKE) at every borehole using EBL-strong motion and prepared soil models. The EBL was found varying from 28 to 54 m in depth in Ahmedabad city. The effect of far-field and near-field earthquake sources was considered for assessing the hazard. To compensate for the uncertainty, a total of 108 and 81 input parametric combinations for near-field earthquake scenarios, and far-field earthquake scenarios, respectively have been considered for estimating the strong motion at EBL. The peak ground acceleration (PGA) of 52–111 cm/s2 and 108 cm/s2 are estimated at EBL due to near-field earthquake scenarios and far-field earthquake scenarios, respectively. The PGA through ground response analysis at surface level is found to be varying from 101 to 279 cm/s2 for near-field earthquake scenarios and, 118–161 cm/s2 for the far-field earthquake scenarios. The spectral acceleration (SA) (at surface level) has also been calculated for damping of 5%. The average SA distribution maps for 0.2 s (1–2 story), 0.55 s (4–5 story), 1 s (high rise) and 1.25 s period (large structures) have been prepared for both types of scenario earthquakes. The strong motion amplification is computed to be in the range of 1.6–3.3 for near-field earthquake scenarios and 2.2–3.0 for near-field earthquake scenarios.
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References
Aki K (1966) Generation and propagation of G waves from the Niigata earthquake of June 14, 1964. Part 2: Estimation of earthquake moment, released energy and stress-strain drop from G wave spectrum. Earthquake Research Institute, University of Tokyo, vol 44, pp 73–88
Aki K (1967) Scaling law of seismic spectrum. J Geophys Res 72:1217–1231
Anbazhagan P, Sitharam TG (2008) Seismic microzonation of Bangalore. J Earth Syst Sci 117(S2):833–52
Anderson JG, Hough SE (1984) A model for the shape of the Fourier amplitude spectrum of acceleration at high frequencies. Bull Seismol Soc Am 74(1):969–1993
Atkinson GM, Boore DM (1995) Ground motion relations for eastern North America. Bull Seismol Soc Am 85:17–30
Beresnev IA, Atkinson GM (1998a) Stochastic finite-fault modeling of ground motions from the 1994 Northridge, California, earthquake. I. Validation on rock sites. Bull Seismol Soc Am 88:1392–1401
Beresnev IA, Atkinson GM, (1998b) FINSIM--a FORTRAN program for simulating stochastic acceleration time histories from finite faults. Seismol Res Lett 69:27–32
Bhandari T, Thaker TP Rao KS (2013) Seismic hazard analysis of Ahmedabad City. In: Proceedings of Indian geotechnical conference December 22–24, 2013, Roorkee, pp 1–8
BIS (2016) IS 1893: Part 1: 2016: Criteria for earthquake resistant design of structures—Part 1: General provisions and buildings, Bureau of Indian standard
Biswas SK (1982) Rift basins in western margin of India and their hydrocarbon prospects with special reference to Kutch Basin. J Ame Assoc Petrol Geol 10:1497–1513
Biswas SK (1987) Regional tectonic framework, structure and evolution of western marginal basins of India. Tectonophysics 135:307–327
Biswas SK, Bhasin AL, Ram J (1994) Classification of sedimentary basins of India in the framework of plate tectonics. In: Proc.Second Symp. Petroliferous basins of India, KDMIPE, Dehradun, vol 1, pp 1–42
Biswas SK (1999) A review on the evolution of rift basins in India during Gondwana with special reference to western Indian basins and their hydrocarbon propects. Proc Indian Natl Sci Acad 65:261–283
Bodin P, Horton S (2004) Source parameters and tectonic implications of aftershocks of the Mw 7.6 Bhuj Earthquake. Bull Seismol Soc Am 94:1658–1669
Bodin P, Malagnini L, Akinci A (2004) Ground-motion scaling in the kachchh basin, India, deduced from aftershocks of the 2001 Mw 7.6 Bhuj earthquake. Bull Seismol Soc Am 94:1658–1669
Boore DM, Joyner WB (1997) Site amplification for generic rock sites. Bull Seismol Soc Am 87(2):327–341
Chandler AM, Lam NTK, Tsang HH (2006) Near-surface attenuation modelling based on rock shear-wave velocity profile. Soil Dyn Earthq Eng 26:1004–1014
Chopra S, Kumar D, Rastogi BK (2010) Attenuation of high-frequency P and S waves in the Gujarat Region, India. PAGEOPH. https://doi.org/10.1007/s00024-010-0143-8
Chopra S, Kumar D, Rastogi BK, Choudhary P, Yadav RBS (2012) Deterministic seismic scenario in Gujarat, India. Nat Hazards 60:1157–117
Chopra S, Kumar V, Suthar A, Kumar P (2012) Modeling of strong motions for 1991 Uttarkashi, 1999 Chamoli earthquakes, and a hypothetical great earthquake in Garhwal-Kumaun Himalaya. Nat Hazards 64(2):1141–1159
Chen C‑T, Chang S‑C, Wen K‑L (2017) Stochastic ground motion simulation of the 2016 Meinong, Taiwan earthquake. Pl Space 69:62. https://doi.org/10.1186/s40623-017-0645-z
Costa G, Panza GF, Suhadolc P,Vaccari F (1993) Zoning of the Italian territory in terms of expected peak ground acceleration derived from complete synthetic seismograms. J Appl Geophys 30:149–160. https://doi.org/10.1016/0926-9851(93)90023-R
Danda N, Rao CK, Kumar A (2017) Geoelectric structure of northern Cambay rift basin from magnetotelluric data. Earth Pl Space 69:140
Dixit MM, Tewari HC, Rao CV (2010) Two-dimensional velocity model of crust beneath the South Cambay Basin, India from refraction and wide-angle reflection data. Geophys J Int 181:635–652
Ferritto JM (1993) Effects on high plasticity clay deposits on site ground amplification. In: the Proceeding Third international conference on case histories in Geotechnical Engineering, St. Louis, Missouri, 1–4 Jun 1993, paper No. 3.33 pp. 1521-1527 (https://scholarsmine.mst.edu/icchge/3icchge/3icchge-session03/19
Ganpathy GP (2011) First level seismic microzonation map of Chennai city- a GIS approach. Nat Hazards Earth Syst Sci 11(2):549–559
Gupta A, Sutar AK, Chopra S, Kumar S, Rastogi BK (2012) Attenuation characteristics of coda waves in Mainland Gujarat (India). Tectonophysics 530–531:264–271
Hartzell SH (1978) Earthquake aftershocks as green functions. Geophys Res Lett 5:1–4
Irikura K (1983) Semi empirical estimation of strong ground motion during large earthquakes. Bull Dis Prev Res Inst (Kyoto Univ.) 33:63–104
Irikura K (1992) The construction of large earthquake by a superposition of small events. In: Proceedings of the 10th world conference on earthquake engineering, vol 1, pp 727–730
Irikura K, Kamae K (1994) Estimation of strong ground motion in broad frequency band based on a scismic source scaling model and an empirical Green’s function technique. Annali di Geo Fisica XXXVII:1721–1743
ISR (2013) Annual report of the institute of seismological research of the year 2012–13, pp. 256
Iyenger RN, Raghukanth STG (2006) SGM estimation during the Kutch, India. Earthq Pure Appl Geophys 163:154–173
Kaila KL, Tewari HC, Krishna VG, Dixit MM, Sarkar D, Reddy MS (1990) Deep seismic sounding studies in the north Cambay and Sanchor basins, India. Geophys J Int 103:621–637
Kramer SL (1996) Geotechnical earthquake engineering. Prentice Hall, New Jersey, p 653
Kumar S (2015) Source parameters, scaling relations and kappa model for small earthquakes in Kachchh and Saurashtra regions of Gujarat, India. Ph.D. thesis. Kuk. Uni. Kurukshetra. p 131
Mandal P, Chadha RK, Satyamurty C, Raju P, Kumar N (2005) Estimation of site response in Kachchh, Gujarat, India, region using H/V spectral ratios of aftershocks of the 2001 M w 7.7 Bhuj Earthquake. Pure Appl Geophys 162:2479–2504
Martin S, Szeliga W (2010) A catalog of felt intensity data for 570 earthquakes in India from 1636 to 2009. Bull Seismol Soc Am 100(2):562–569
Mehr SS, Chamyal LS (1997) The quaternary geology of Gujarat alluvial plains. Indian National Science Academy, p 98
Midorikawa S (1993) Semi empirical estimation of peak ground acceleration from large earthquakes. Tectonophysics 218:287–295
Mishra PK (2004) The Kutch earthquake–2001: recollections, lessons, and insights. National Institute of Disaster Management, New Delhi
Mohan K (2014) Seismic hazard assessment in the kachchh region of Gujarat (India) through deterministic modeling using a semi-empirical approach. Seismol Res Lett 85(1):117–125
Mohan K, Kumar GP, Chaudhary P, Choudhary VK, Nagar M, Khushwaha D, Patel P, Gandhi D, Rastogi BK (2017) Magnetotelluric investigations to identify geothermal source zone near Chabsar hot-water spring site Ahmedabad, Gujarat, Northwest India. Geotherm 65(2017):198–209
Mohan K, Rastogi BK, Pancholi V, Sairam B (2017) Estimation of strong motion parameters in the coastal region of Gujarat using geotechnical data, soil dynamics and earthquake engineering. Soil Dyn Earthq Eng 92:561–572
Mohan K, Rastogi BK, Pancholi V, Gandhi D (2018) Seismic hazard assessment at micro level in Gandhinagar (the capital of Gujarat, India) considering soil effects. Soil Dyn Earthq Eng 109:354–370
Motazedian D, Atkinson GM (2005) Stochastic finite-fault modeling based on dynamic corner frequency. Bull Seismol Soc Am 95:995–1010
Motazedian D, Moinfar A (2006) Hybrid stochastic finite fault modeling of 2003, M6.5, Bam earthquake (Iran). J Seismol 10:91–103
Nath SK, Thingbaijam KKS, Raj A (2008) Earthquake hazard in Northeast India—a seismic microzonation approach with typical case studies from Sikkim Himalaya and Guwahati city. J Earth Syst Sci 117(S2):809–831
NDMA (2010) Development of probabilistic seismic hazard map of India, final technical report of the working committee of experts (WCE) constituted by the National Disaster Management Authority Govt. of India, New Delhi, p 80
NEHRP (2003) NEHRP recommended provisions for seismic regulations for new buildings and other structures (FEMA 450), p 338
Oldham T (1883) A catalogue of Indian earthquakes from the earliest time to the end of A.D. 1869. Meml Geol Surv India 19(3):163–215
Ordonez Gustavo A (2012) SHAKE 2000- a compute program for the 1-D analysis of geotechnical earthquake engineering problems. GeoMotions, LLC, Lacey
Parvez AI, Vaccari F, October GF (2003) A deterministic seismic hazard map of India and adjacent areas. Geophys J Int 155:489–508
Peterson MD, Rastogi BK, Schweig GES, Harmsen SC, Gomberg JS (2004) Sensitivity analysis of seismic hazard for northwestern portion of the state of Gujarat, India. Tecto 390:105–115
Pomonis A, Coburn AW, Spence RJS (1993) Seismic vulnerability, mitigation of human causalities sand guidelines for low-cost earthquake-resistant housing. STOP Disasters. Newsletter of the United Nations International Decade for natural disaster reduction no. 12
Raghucharan MC, Somala SN (2017) Simulation of strong ground motion for the 25 April 2015 Nepal (Gorkha) Mw 7.8 earthquake using the SCEC broadband platform. J Seismol 21(4):777–808
Rao NP (2014) Seismic microzonation of Jabalpur Urban Area. GSI Publication, Bengaluru
Rao SK, Thaker TP, Aggarwal A, Bhandari T (2012) Deterministic seismic hazard analysis of Ahmedabad region, Gujarat. Int J Earth Sci Eng 5(2):206–213
Rapolu N, Mandal P (2014) Source parameters of the 2001 Mw 7.7 Bhuj earthquake, Gujarat, India, aftershock sequence. J Geol Soc India 83(5):517–531
Rastogi BK (2014) Seismicity and earthquake hazard studies in Gujarat. J Earthq Sci Eng 1:110–123
Rastogi BK (2016) Seismicity of Indian stable continental region. J Ind Soc Earthq Sci 3:57–92
Rastogi BK, Aggarwal SK, Rao N, Choudhury P (2012) Triggered/migrated seismicity due to the 2001 Mw 7.6 Bhuj earthquake, Western India. Nat Hazards 65:1085–1107. https://doi.org/10.1007/s11069-011-0083-3
Sairam B, Singh AP, Patel V, Pancholi V, Chopra S, Dwivedi VK, Ravi Kumar M (2018) Influence of local site effects in the Ahmedabad mega city on the damage due to past earthquakes in Northwestern India. Bull Seismol Soc Am 108(4):2170–2182
Schnabel PB (1973) Effects of local geology and distance from source on earthquake ground motion, Ph.D. Thesis, University of California, Berkeley, California
Seed HB, Idriss IM (1970) Soil moduli and damping factors for dynamicresponse analyses, earthquake engineering research center, University of California, Berkeley, California, Rep. No. EERC-70/10
Sharma ML, Narayan JP, Rao KS (2004) Seismic microzonation of Delhi region in India. In: 13th World Conference on Earthquake Engineering Vancouver, B.C., Canada during 1–6 Aug 2004, Paper No. 2043
Silva W, Darragh RB (1995) Engineering characterization of strong ground motion recorded at rock sites. EPRI Report TR102262
Singh SK, Ordaz M, Dattatrayam RS, Gupta HK (1999) A spectral analysis of the May 21, 1997, Jabalpur, India earthquake (Mw 5.8) and estimation of ground motion from future earthquakes in the Indian shield region. Bull Seism Soc Am 89:1620–1630
Singh SK, Garcia D, Pacheco JF, Valenzuela R, Bansal BK, Dattatrayam RS (2004) Q of the Indian shield. Bull Seismol Soc Am 94(4):1564–1570
Sitharam TG, Kolathayar S (2013) Seismic hazard analysis of India using areal sources. J Asian Earth Sci 62:647–653
Sun JI, Golesorkhi R, Seed HB (1988) Dynamic moduli and damping ratios of cohesive soils. Report No.EERC 88-15, University of California, Berkeley
Trivedi SS (2011) Soil amplification studies for Ahmedabad region. In: Proceedings International Conference on Current Trends in Technology, ‘NUiCONE – 2011 held at Institute of Technology, Nirma University, Ahmedabad on 08-10 Dec 2011
Ugurhan B, Askan A (2010) Stochastic strong ground motion simulation of the 12 November 1999 Düzce (Turkey) earthquake using a dynamic corner frequency approach. Bull Seismol Soc Am 100(4):1498–1512
Wani MR, Kundu J (1995) Tectonostratigraphic analysis of Cambay rift basin: leads for future exploration. In: Proceedings First Intern. Petrol. Conference, B.R. Publishing Corporation, Delhi. pp 147–174
Wells DL, Coppersmith KJ (1994) New empirical relationships among magnitude, rupture length, rupture width, rupture area, and surface displacement. Bull Seismol Soc Am 84:974–1002
Yagi Y, Kikuchi M (2001) Western India Earthquake, website: http://www.eic.eriu-tokyo.ac.jp
Zengin E, Cakti E (2012) Scenario based ground motion simulations for Istanbul, Turkey. In: Proceedings of 15th world conference on. Earthquake engineering, 24–28 September 2012. Lisbon, Portugal, pp 24557–24566
Acknowledgements
Authors are thankful to Director General, Institute of Seismological Research for permitting to publish this research work and to the Ministry of Earth Sciences (MoES) to provide funds for the Seismic Microzonation study of the Ahmedabad city, Gujarat (India) under grant MOES/P.O. (Seismo)/1(41)/2009.
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Mohan, K., Dugar, S., Pancholi, V. et al. Micro-seismic hazard assessment of Ahmedabad city, Gujarat (Western India) through near-surface characterization/soil modeling. Bull Earthquake Eng 19, 623–656 (2021). https://doi.org/10.1007/s10518-020-01020-w
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DOI: https://doi.org/10.1007/s10518-020-01020-w