Analysis of Ground Motion Amplification during Soil Liquefaction via Nonstationary Fourier Spectra
Publication: International Journal of Geomechanics
Volume 16, Issue 5
ABSTRACT
In this study, the transient properties of dominant frequencies and their components during soil liquefaction were evaluated by the nonstationary Fourier spectra of the records at Kawagishi-cho during the Niigata-ken Chuetsu-oki earthquake in 1964, at Port Island during the Hyogoken-Nanbu earthquake in 1995, and at K-NET CHB024 during the 2011 off the Pacific Coast of Tohoku earthquake. The deterioration ratio of soil shear stiffness was calculated from the ratio of dominant frequencies at the beginning and the ending of the liquefaction process. The displacement profile was calculated through numerical integration of the acceleration record, and the shear strain was calculated from the relative underground displacement of Port Island from 0 to 83 m from ground level (GL-0m to GL-83m) to GL-83m. The deterioration ratio of shear stiffness was also evaluated by fitting the maximum shear strain to the G- relation, and the deterioration ratio was evaluated by the nonstationary spectrum was confirmed by the coincidence of both evaluated values. The property of the nonstationary Fourier spectra is confirmed from the analytical result to artificial design waves, which provide important information for revision of the design wave. The response property of pulse waves was analyzed by the response envelope spectra for the Ricker wavelet. The properties of dominant components in the artificial seismic wave for seismic design were compared with those of the measured seismic records.
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Acknowledgments
We deeply appreciate the National Research Institute for Earth Science and Disaster Prevention (K-NET and KiK-net) for providing data on earthquake ground motions.
References
Architectural Institute of Japan (1995). “Preliminary reconnaissance report of the 1995 Hyogoken-Nanbu Earthquake.” Architectural Institute of Japan, Tokyo.
Building Research Institute and Building Center of Japan (1992). “Guideline (draft); Generation method of earthquake ground motion for aseismic design.” Building Center of Japan, Tokyo.
Castro, G. (1975). “Liquefaction and cyclic mobility of saturated sand.” J. Geotech. Eng. Div, 101(6), 551–569.
Castro, G. and Poulos, S. J. (1977). “Factors affecting liquefaction and cyclic mobility.” J. Geotech. Eng. Div., 103(6), 501–506.
Chiba Prefectural Environmental Research Center (2012). “Research report G-8 liquefaction: Fluidization phenomena on Boso Peninsula at the 2011 earthquake off the Pacific Coast of Tohoku, central Japan: Part 1-5.” (in Japanese) 〈https://www.pref.chiba.lg.jp/wit/chishitsu/ekijoukahoukoku/〉 (Oct. 21, 2015).
Drenick, R. F. (1977). “The critical excitation of nonlinear systems.” J. Appl. Mech., 44(2), 333–336.
Elgamal, A., Yang, Z., Parra, E., and Ragheb, A. (2009). “Modeling of cyclic mobility in saturated cohesionless soils.” Int. J. Plast., 19(6), 883–905.
Idriss, I. M., and Boulanger, R. W. (2008). “Soil liquefaction during earthquakes,” MNO-12. Earthquake Engineering Research Institute, Oakland, CA.
Iyama, J., and Kuwamura, H. (1997). “Application of wavelet inverse transformation for numerically simulated earthquake motion.” J. Struct. Constr. Eng., 502, 47–54 (in Japanese).
Jafarian, Y., Vakili, R., Abdollahi, A. S., and Baziar, M. H. (2014). “Simplified soil liquefaction assessment based on cumulative kinetic energy density: attenuation law and probabilistic analysis.” Int. J. Geomech., 14(2), 267–281.
Japan Association for Earthquake Engineering (2009). “Special issue on property and hazard of seismic ground motion.” Bull. JAEE, (9).
Japan Nuclear Energy Safety Organization (2009). “Analysis of seismic records to evaluate the interaction between the building and the surrounding soil.” JNES/SSD09-004. 〈https://www.nsr.go.jp/archive/jnes/atom-library/seika/000016346.pdf〉 (Oct. 21, 2015) (in Japanese).
Japan Society of Civil Engineers (1995). “Investigation report on seismic hazard at Southern Hyogo prefecture earthquake; Report at second investigation meeting.” Tokyo.
Kamagata, S., and Takewaki, I. (2013a). “Occurrence mechanism of recent large earthquake ground motions at nuclear power plant sites in Japan under soil-structure interaction.” Earthquakes Struct., 4(5), 557–585.
Kamagata, S., and Takewaki, I. (2013b). “New insights into seismic behavior of building and surrounding soil at Hamaoka nuclear power station during Suruga Bay earthquake in 200.” Soil Dyn. Earthquake Eng., 53(Oct), 73–91.
Kamagata, S., and Takewaki, I. (2013c). “Role of records during the 2011 off the Pacific Coast of Tohoku earthquake in seismic resistant design of nuclear power station.” Int. J. Earthquake Eng. Hazard Mitigation (IREHM), 1(1), 9–21.
Kamagata, S., and Takewaki, I. (2014). “Analysis of liquefaction behavior during the 2011 off the Pacific Coast of Tohoku earthquake.” Chapter 130, Proc., 14th Int. Conf. Int. Association for Computer Methods and Advances in Geomechanics, CRC Press, Taylor & Francis Group, London.
Kamagata, S., and Takewaki, I. (2015). “Non-linear transient behavior during soil liquefaction based on re-evaluation of seismic records.” Soil Dyn. Earthquake Eng., 71(4), 163–184.
Kojima, K., Kamagata, S., and Takewaki, I. (2014). “A new interpretation of large amplitude earthquake acceleration from non-linear local soil-structure interaction.” Nucl. Eng. Des., 273(7), 271–287.
Kojima, K., Sakaguchi, K., and Takewaki, I. (2015). “Mechanism and bounding of earthquake energy input to building structure on surface ground subjected to engineering bedrock motion.” Soil Dyn. Earthquake Eng., 70(3), 93–103.
Maeda, T., Sasaki, F., and Yamamoto, Y. (2002). “Artificial ground motion with non-stationarity generated by the SINC wavelet.” J. Struct. Construct. Eng., 553, 33–40 (in Japanese).
Ministry of Land, Infrastructure, Transport and Tourism. (2003). “Specifications for highway bridges part 5 Seismic Design version 2002.” Japan Road Association, Tokyo.
Ministry of Land, Infrastructure, Transport and Tourism, Kanto Regional Bureau. (2011). “Report: Survey on the liquefaction phenomenon at Kanto district during the 2011 off the Pacific Coast of Tohoku earthquake.”
Nasu, M., and Mimura, Y. (2005). “A consideration of effect of ground upon propagating behavior of seismic motion in the Port Island during the 1995 Hyogoken-Nanbu earthquake,” Transactions of Japan Society of Civil Engineering. 〈http://library.jsce.or.jp/jsce/open/00578/2005/28-0029.pdf〉 (Oct. 21, 2015) (in Japanese).
National Institute for Land and Infrastructure Management, Ministry of Land, Infrastructure, Transport and Tourism and Building Research Institute, Incorporated Administrative Institute. (2011). “Summary of the field survey and research on 'The 2011 off the Pacific Coast of Tohoku Earthquake” (the Great EastJapan Earthquake), Tech. Note of National Institute for Land and Infrastructure Management, No. 647, Tsukuba City, Japan. 〈http://www.kenken.go.jp/english/contents/topics/20110311/pdf/0311summary_0-5.pdf〉 (Oct. 21, 2015).
National Research Institute for Earth Science and Disaster Prevention. (2011). “Strong-motion seismograph networks (K-NET, KiK-net).” 〈http://www.kyoshin.bosai.go.jp/〉(Oct. 21, 2015).
Niigata Local Meteorological Office. (2014). “Seismic (Tsunami) hazard of Niigata Prefecture.” 〈http://www.jma-net.go.jp/niigata/menu/bousai/seis_disaster.shtml〉 (Oct. 21, 2015) (in Japanese).
Okada, T. (1986). “Report on 1985 Mexico earthquake.” UDC SEISAN KENKYU, 38(4), Institute of Industrial Science, Univ. of Tokyo, Tokyo.
PHRI (Port and Harbour Research Institute). (1997). “Damage to port and port-related facilities by the 1995 Hyogoken-Nanbu earthquake.” PARI Tech. Note 0857, Port and Airport Research Institute, Yokosuka, Japan.
Schnabel, P. B., Lysmer, J., and Seed, H. B. (1972). SHAKE: A computer program for earthquake response analysis of horizontally layered sites, EERC Report No. 72-12, Univ. of California, Berkeley.
Seed, H. B. (1979). “Soil liquefaction and cyclic mobility evaluation for level ground during earthquake.” J. Geotech. Eng. Div., 105(2), 201–255.
Takewaki, I. (2001). “A new method for non-stationary random critical excitation.” Earthquake Eng. Struct. Dyn., 30(4), 519–535.
Takewaki, I. (2013). Critical excitation method in earthquake engineering, 2nd Ed., Elsevier, Oxford, U.K.
Tamaoki, T., Tanabe, A., Nakamura, M., Sasaki, F., Mizumachi, W., and Yamada, M. (2003). “Generation of artificial earthquake motion using observed earthquake motion.” J. Jpn. Assoc. Earthquake Eng., 3(3), 1–12 (in Japanese).
Tokimatsu, K., and Yoshimi, Y. (1984). “Criteria of soil liquefaction with STP and fines content.” Proc. 8th World Conf. Earthquake Eng., Vol. 3, International Association for Earthquake Engineering, San Francisco, 255–262.
Trifunac, M. D. (1971). “Response envelope spectrum and interpretation of strong earthquake ground motion.” Bull. Seismol. Soc. Am., 61(2), 342–356.
Yazdi, J. S., Kalantary, F., and Yazdi, H. S. (2013). “Investigation on the effect of data imbalance on prediction of liquefaction.” Int. J. Geomech., 13(4), 463–466.
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© 2015 American Society of Civil Engineers.
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Received: Jan 7, 2015
Accepted: May 29, 2015
Published online: Dec 7, 2015
Discussion open until: May 7, 2016
Published in print: Oct 1, 2016
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