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Dynamic Analysis of Earthquake Amplification Effect of Slopes in Different Topographic and Geological Conditions by Using ABAQUS

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Progress of Geo-Disaster Mitigation Technology in Asia

Part of the book series: Environmental Science and Engineering ((ENVSCIENCE))

Abstract

Natural disasters like earthquake and tsunami can trigger slope failure or affect the stability of slopes. Geodisasters associated with slope failure has affected the socio-economic development of many developed and developing countries of the world. In dynamic analysis of slope stability due the seismic loading, it is important to understand the amplification effect on the slope due to topographic and geologic conditions. However, because the topographic and geological structures are too complicated, the amplification effects are not clear. This study tries to analyze the amplification effects on slopes by using Abaqus, FEM software. Analysis was conducted on the amplification effect of a homogeneous slope due to the effects of slope height, slope angle, seismic movement, and dip angle of alternating layers of tuff and shale. Also, the amplification effect of the north–south and east–west strike directions of slopes around the Shimane nuclear power plant (Shimane-NCPP) was also simulated. In this study, amplification factor will be defined as the ratio of output peak acceleration to the input acceleration. Results obtained show (1) that the amplification factor becomes lower when the slope height is increased for the slope crest and the middle part of the slope; (2) amplification factor of the slope crest becomes relatively high when the slope angle is high while amplification factor at the foot of the slope becomes relatively low at the same slope angle; (3) amplification tendency does not show obvious difference for seismic waves on the dip angle of the slope strata; (4) north–south trending strike direction of slopes around the Shimane-NCPP show high amplification factor near the slope crest while the east–west trending strike direction of slopes around the Shimane-NCPP shows high amplification factor near the slope toe.

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References

  • Athanasopoulos GA, Pelekis PC, Leonidou EA (1999) Effects of surface topography on seismic ground response in the Egion (Greece) 15 June 1995 earthquake. Soil Dyn Earthq Eng 18:135–149

    Article  Google Scholar 

  • Bateer H, Ishii Y, Maruyama K, Terada H, Suzuki S, Nakamura A (2011) Distribution and scale of landslides induced by recent reverse-fault earthquakes in Japan. J Jpn Landslide Soc 48(1):23–38

    Article  Google Scholar 

  • Brennan AJ, Madabhushi SPG (2009) Amplification of seismic accelerations at slope crests. Can Geotech J 46:585–594

    Article  Google Scholar 

  • Cetin KO, Isik N, Unutmaz B (2004) Seismically induced landslide at Degirmenedere Nose, _Izmit Bay during Kocaeli (_Izmit)—Turkey earthquake. Soil Dyn Earthq Eng 24:189–197

    Article  Google Scholar 

  • Chugoku Electric Power Company (2000) Permit application of construction change of Shimane nuclear power plant and nuclear reactor. Change of the nuclear reactor facility first and second and additional building of the nuclear reactor third

    Google Scholar 

  • Digital Strong-Motion Seismograph Network KiK-net. http://www.kik.bosai.go.jp/kik/

  • Gazetas G (1987) Seismic response of earth dams: some recent developments. Soil Dyn Earthq Eng 6(1):3–47

    Article  Google Scholar 

  • Hoek E (2000) Rock engineering (Course notes). Available for downloading at ‘Hoek’s Corner’: http://www.rocscience.com/education/hoeks_corner

  • Horikawa H, Sekiguchi H, Iwata T, Sugiyama Y (2001) A fault model of the 2000 Tottori-ken Seibu earthquak. Active fault and Palaeoseismicity research, report, No.1, pp. 27–40

    Google Scholar 

  • Japan Society of Engineering Geology (2010) Engineering geology of Chugoku and Shikoku area, p 9

    Google Scholar 

  • Kurooka K, Sogabe A, Iwata N (2005) A cause and estimation of physical characteristic of clay seam in Shimane nuclear power station. Japan Society of Engineering Geology Chugoku and Shikoku Branch Office

    Google Scholar 

  • Ludwig WJ, Nafe JP, Drake CL (1970) Seismic refraction. In: Maxwell A (ed) The sea, vol 4. Wiley Inter Science, New York, 4, pp 57–84

    Google Scholar 

  • Luzi L, Pergalani F (2000) A correlation between slope failures and accelerometric parameters: the 26 September 1997 earthquake (Umbria–Marche, Italy). Soil Dyn Earthq Eng 20:301–313

    Article  Google Scholar 

  • Qi WH (2011) FEM seismic analysis on the effect of topography and slope structure for landsliding potential evaluation. Master Thesis for National Graduate Institute for Policy Studies, Tsukuba, Japan

    Google Scholar 

  • Qi SW, Wu FQ, Sun JZ (2003) general regularity of dynamic response of slopes. Science in China (Series E), 46 (suppl.): 120–132

    Google Scholar 

  • Sepulveda SA, Murphy W, Jibson RW, Petley DN (2005) Seismically-induced rock slope failures resulting from topographic amplification of strong ground motions: the Case of Pacoima Canyon, California. Eng Geol 80:336–348

    Article  Google Scholar 

  • Wang CY, Wang SJ (1987) Seismic stability of slope of Er’tan reservoir. Engineering Geomechnics problem of rock mass (7th). Science press, Beijing, China

    Google Scholar 

  • Xu GX, Yao LK, Li ZH, Gao ZM (2008) Dynamic response of slopes under earthquakes and influence of ground motion parameters. Chin J Geotech Eng 30:918–923

    Google Scholar 

  • Xu Q, Liu H, Zou W, Fan X, Chen J (2010) Large scale shaking table test study of acceleration dynamic response characteristics of slopes. Chin J Rock Mech Eng 29(12):2420–2428

    Google Scholar 

  • Yamaguchi U, Nishimatsu Y (1991) Rock mechanics handbook (3rd). pp 142–144

    Google Scholar 

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Correspondence to Yasuhiro Mitani .

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Mitani, Y., Wang, F., Okeke, A.C., Qi, W. (2013). Dynamic Analysis of Earthquake Amplification Effect of Slopes in Different Topographic and Geological Conditions by Using ABAQUS. In: Wang, F., Miyajima, M., Li, T., Shan, W., Fathani, T. (eds) Progress of Geo-Disaster Mitigation Technology in Asia. Environmental Science and Engineering(). Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-29107-4_27

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