Non-Linear Earthquake Site Response Analysis: a Case Study in Shillong City


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Abstract


We made an attempt to investigate the site characteristics of the Shillong City with the aid of non-linear site response analysis. The input motions of five felt earthquakes were utilized to simulate the ground motion at places in Shillongcity where borehole loggings were done. The simulation enabled estimation ofground motion parameters, viz., peak ground acceleration, peak ground velocity, spectral velocity, fundamental frequencyand spectral acceleration. It is observed that the earthquake motion parameters varied over very short distances. It is tried to correlate this observed disparity at small scale distances with existing geology. Additionally, good consistency is found to be present in between estimated parameters and observed values.
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Keywords


Site Response; Non-Linear Site Response; Spectral Acceleration; Spectral Velocity

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References


Horike, M. (1996). Geophysical exploration using microtremor measurements, in 10th World Conference on Earthquake Engineering, Acapulco, Mexico, 23–26 June 1996, Paper No. 2033, Elsevier Science, Amsterdam, CD-ROM.

Kawase, H. (1996). The cause of the damage belt in Kobe: the basin-edge effect, constructive interference of the direct S-wave with the basin induced diffracted/Rayleigh waves, Seism. Res. Lett. 67, no. 5, 25–34.
http://dx.doi.org/10.1785/gssrl.67.5.25

Kawase, H., Satoh, T., Iwata, T., and Irikura, K. (1998). SW-wave velocity structure in the San Fernando and Santa Monica areas, in The Effects of Surface Geology on Seismic Motion, K. Irikura, K. Kudo, H. Okada, and T. Sasatani (Editors), A. A. Balkema, Rotterdam, 733–740.

Murono, Y. and Tanamura, S. (2001). Nonlinear earthquake response of soft ground with Non-flat base. QR of RTRI, 42 (3), 151-155
http://dx.doi.org/10.2219/rtriqr.42.151

Horike, M., Uebayashi, H. and Takeuchi, T. (1990). Seismic response in three-dimensional sedimentary basin due to plane S-wave incidence, J. Phys. Earth 38, 261–284.
http://dx.doi.org/10.4294/jpe1952.38.261

Hisada, Y., Aki, K. and Teng, T. L. (1993). 3D simulations of surface wave propagation in the Kanto sedimentary basin, Japan. II. Application of the surface wave BEM, Bull. Seism. Soc. Am. 83, 1700–1720.

Olsen, K. B., and Archuleta, R. J. (1996). Three-dimensional simulation of earthquakes on the Los Angeles fault system, Bull. Seism. Soc. Am.86, 575–596.

Shahri, A. A., Behzadafshar, K., Esfandiyari, B and Rajablou, R. (2010). Nonlinear site response evaluation procedure under the strong motion: A case study of Miyaneh, Azarbayjan Sharghi Province, Iran Scientific Research and Essays, 5(16), 2257-2274.

Seed, H. B., Wong, R. T., Idriss, I. M. and Tokimatsu, K. (1986). Moduli and Damping factors for Dynamic Analyses of Cohesionless Soils. Journal of the Geotechnical Engineering Division, ASCE, Vol. 112, 1016-1032.
http://dx.doi.org/10.1061/(asce)0733-9410(1986)112:11(1016)

Kramer, S.L. (1996). Geotechnical Earthquake engineering, Prentice Hall, Upper Saddle River, New Jersey, 254-280.

Ohta, Y and Goto, N. (1978). Empirical shear wave velocity equations in terms of soil characteristics soil indexes. Earthquake Eng Struct Dyn, 6,167-187.
http://dx.doi.org/10.1002/eqe.4290060205

Imai T and Tonouchi K (1982). Correlation of N-value with S-wave velocity and Shear Modulus. In: Proceedings 2nd European Symposium on Penetration Testing Amsterdam, 57-72.

Chattopadhaya, N. and Hashimi, S. (1984), The Sung valley alkaline ultramaffic carbonatite complex, East Khasi Hills district, Meghalaya. Rec. Geo. Surv. India, 113, 24-33.

Rao, J. M and G.V.S Purnachandra Rao, (2009) Geology, Geochemistry and Palaeomagnetic study of Cretaceous Mafic Dykes of Shillong Plateau and Their Evolutionary History Indian Dykes: Geochemistry, Geophysics and Geomorphology, 589-607.

Bidyananda, M and Deomurari, D, (2007) Geochronological constraints on the evolution of Meghalaya massif, northeastern India: An ion microprobe study, Current Science 93(11), 1620-1623.

Sar, S.N. (1973). An interim report on ground water exploration in the Greater Shillong area, Khasi Hills District, Meghalaya: Memo report, Central Ground Water Board

Kalita, B.C. (1998). Ground water prospects of Shillong Urban Aglomerate. Unpublished report. Central Ground Water Board, Meghalaya.

Bardet, J. P. (1997). Experimental Soil Mechanics, Prentice-Hall, Inc., Upper Saddle River, New Jersey, 583.

Bardet, J. P. and Tobita, T. (2001). NERA: A Computer Program for Nonlinear Earthquake site Response Analysis of Layered Soil Deposits,” University of Southern California, Department of Civil Engineering, http://geoinfo.usc.edu/gees.

EPRI, (1993). Guidelines for determining design basis ground motions, Palo Alto, California, Electric Power Research Institute, Vols. 1-5, EPRI TR-102293.

Silva, W. J., Abrahamson, N., Toro, G., and Costantino, C., 1997. Description and validation of the stochastic ground motion model, Report to Brookhaven National Laboratory, Associated Universities, Inc., Upton, NY, available at: http://www.pacificengineering.org

Hughes, P.C. 1986, Space craft Attitude Dynamics, Willey, New York

Biswas, R and Baruah, S., (2011). Site response Estimation by Nakamura Method: Shillong City, Northeast India, Memoir Geological Survey of India, 1537-1542.

Kokusho T. (2004). Nonlinear site response and strain-dependent soil properties Curr. Science, 87-10, 1363-1369.

Anbazhagan, P., Sitharam, T.G and Divya, C. (2007). Site response analysis based on site specific soil properties using geotechnical and geophysical tests: correlations between Gmax and N60, 4th Int. Conf. Earthquake Geotechnical Engineering.

Fiore, V. Di and Bruno, P.P (2007). Seismic site effect: SV waves phase shift in Visco-elastic non linear media, GNGTS.

Pestana, J. M and Nadim, F (2000) Nonlinear site response analysis of submerged slopes, Geotechnical Engineering Report No UCB/GT/2000-04


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