Skip to main content
Log in

Seismic response of the Lengzhuguan slope during Kangding Ms5.8 earthquake

  • Published:
Journal of Mountain Science Aims and scope Submit manuscript

Abstract

In order to investigate the role of the amplification of peak ground acceleration (PGA) in seismic landslide formation mechanisms and study how earthquake waves interact with rock structures, a few strong-motion seismometers are installed at various locations on both sides of the Lengzhuguan gully. Five strong-motion seismometers were triggered at different depths in a tunnel at the same altitude during the Kangding Ms 5.8 earthquake on November 25th, 2014. The data reveal that the horizontal peak acceleration (PGAH) at each site decreased with increasing site depths. The PGAH at the deepest monitoring site (99 m from the tunnel entrance) was approximately half that of the outermost site. The amplitude of the acceleration response spectrum was also attenuated from the entrance inwards, the dynamic magnification factor (β) of the standard acceleration spectrum was less than 3.5, and rate of change was the same as that for the amplitude acceleration response. The Fourier spectra of each monitoring site also decreased from the outside inwards, and the components of the Fourier spectra were more complex at the surface.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • Arias A (1970) A Measure of Earthquake Intensity in Seismic Design for Nuclear Power Plants. MIT Press, Cambridge, Mass. pp 438–483.

    Google Scholar 

  • Ashford SA, Sitar N (2002) Simplified method for evaluating seismic stability of steep slopes. Journal of Geotechnical and Geoenvironmental Engineering 128: 119–128. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:2(119)

    Article  Google Scholar 

  • Bard PY (1982) Diffracted waves and displacement field over twodimensional elevated topographies. Geophysical Journal International 71(3): 731–760. https://doi.org/10.1111/j.1365-246X.1982.tb02795.x

    Article  Google Scholar 

  • Biot MA (1941) A mechanical analyzer for prediction of earthquake stress. Bulletin of the Seismological Society of America 31(2): 151–171.

    Google Scholar 

  • Boore DM (1972) Note on effect of simple topography on seismic SH waves. Bulletin of the Seismological Society of America 62(1): 275–284.

    Google Scholar 

  • Bouchon M and Barker JS (1996) Seismic response of a hill: the example of Tarzana, California. Bulletin of the Seismological Society of America 86(1A): 66–72.

    Google Scholar 

  • Del Gaudio V, Wasowski J (2007) Directivity of slope dynamic response to seismic shaking. Geophysical Research Letters 34(12): L12301. https://doi.org/10.1029/2007GL029842

    Article  Google Scholar 

  • Del Gaudio V, Wasowski J (2011) Advances and problems in understanding the seismic response of potentially unstable slopes. Engineering Geology 122(1): 73–83. https://doi.org/10.1016/j.enggeo.2010.09.007

    Article  Google Scholar 

  • Geli L, Bard PY, Jullien B (1988) The effect of topography on earthquake ground motion: a review and new results. Bulletin of the Seismological Society of America 78(1): 42–63.

    Google Scholar 

  • He JX, Wang YS, Luo YH, et al. (2015) Monitoring result analysis of slope seismic response during the Kangding Ms6.3 earthquake. Journal of Engineering Geology 23(3): 383−393. (In Chinese) https://doi.org/10.13544/j.cnki.jeg.2015.03.003

    Google Scholar 

  • Hough SE, Altidor JR, Anglade D, et al. (2010) Localized damage caused by topographic amplification during the 2010 M 7.0 Haiti earthquake. Nature Geoscience 3: 778–782. https://doi.org/10.1038/ngeo988

    Article  Google Scholar 

  • Housner GW (1959) Behavior of structures during earthquakes. Journal of Engineering Mechanics Division, ASCE 85 (EM4): 109–129.

    Google Scholar 

  • Huang RQ, Wang YS, Pei XJ, et al. (2013) Characteristics of coseismic landslides triggered by the Lushan Ms7.0 Earthquake on the 20th of April, Sichuan Province, China. Journal of Southwest Jiao Tong University 48(4): 581–589. (In Chinese) https://doi.org/10.3969/j.issn.0258-2724.2013.04.001

    Google Scholar 

  • Itasca Consulting Group, Inc. (2005) Fast Lagrangian Analysis of Continua in 3 Dimensions User’s Guide, Version 3.0.

  • Jiang SP, Fang L, Lin Z (2014) Seismic response analysis of mountain tunnels in different depths. Rock and Soil Mechanics 35(1): 211–216, 225. (In Chinese) https://doi.org/10.16285/ j.rsm.2014.01.027

    Google Scholar 

  • Li TB (2008) Failure characteristics and influence factor analysis of mountain tunnels at epicenter zones of great Wenchuan earthquake. Journal of Engineering Geology 16(6): 742–750. (In Chinese) https://doi.org/10.3969/j.issn.1004-9665.2008.06. 003

    Google Scholar 

  • Liu CL, Qi SW, Tong LQ, et al. (2004) Stability analysis of slope under earthquake with FLAC3D. Chinese Journal of Rock Mechanics and Engineering 23:2730–2733. (In Chinese) https://doi.org/10.3321/j.issn:1000-6915.2004.16.014

    Google Scholar 

  • Luo DL, Gao B, Shen YS (2008) Research on simulating material of surrounding rock in tunnel seismic model experiment. Journal of Shi Jiazhuang Railway Institute (Natural Science) 21(3): 70–73. (In Chinese) https://doi.org/10.13319/ j.cnki.sjztddxxbzrb.2008.03.016

    Google Scholar 

  • Luo XH (1988) Research on earthquake engineering. Seismological Press, Beijing, China. (In Chinese)

    Google Scholar 

  • Luo YH, Wang YS, He Yuan, et al. (2013) Monitoring result analysis of Lengzhuguan slope ground shock response of Lushan earthquake of Sichuan, China. Journal of Chengdu University of Technology (Science &Technology Edition) 40(3): 232–241. (In Chinese) https://doi.org/10.3969/ j.issn.1671-9727.2013.03.02

    Google Scholar 

  • Luo YH, Del Gaudio V, Huang RQ, et al. (2014) Evidence of hillslope directional amplification from accelerometer recordings at Qiaozhuang (Sichuan—China). Engineering Geology 183: 193–207. https://doi.org/10.1016/j.enggeo. 2014. 10.015

    Article  Google Scholar 

  • Luo YH, Wang YS (2013) A study on the mountain slope ground motion topography amplification effect induced by Wenchuan Earthquake. Journal of Mountain Science 31(2): 200–210. (In Chinese) https://doi.org/10.16089/j.cnki.1008-2786.2013.02.012

    Google Scholar 

  • Qi SW, Wu FQ, Sun JZ (2003) Dynamic response of slope. Science China Technological Sciences 33(B12): 28–40. (In Chinese)https://doi.org/10.3321/j.issn:1006-9275.2003.z1.004

    Google Scholar 

  • Qi SW, Wu FQ, Sun JZ (2003) General regularity of dynamic responses of slopes under dynamic input. Science in China Series E Technological Sciences 46: 120–132. https://doi.org/ 10.1360/03ez0006

    Article  Google Scholar 

  • Qi SW, Wu FQ, Yan FZ, et al. (2003) Rock Slope Dynamic Response Analysis. Science Press, Beijing, China. pp 46–48. (In Chinese)

    Google Scholar 

  • Sepúlveda SA, Murphy W, Jibson RW, et al. (2005a) Seismically induced rock slope failures resulting from topographic amplification of strong ground motions: The case of Pacoima Canyon, California. Engineering Geology 80(3): 336–348. https://doi.org/10.1016/j.enggeo.2005.07.004

    Article  Google Scholar 

  • Sepúlveda SA, Murphy W, Petley DN (2005b) Topographic controls on coseismic rock slides during the 1999 Chi-Chi earthquake, Taiwan. Quarterly journal of engineering geology and hydrogeology 38(2): 189–196. https://doi.org/10.1144/1470-9236/04-062

    Article  Google Scholar 

  • Sharma S, Judd WR (1991) Underground opening damage from earthquakes. Engineering Geology 30: 263–276. https://doi. org/10.1016/0013-7952(91)90063-Q

    Article  Google Scholar 

  • Shen YS, Gao B, Wang YX (2009) Structural dynamic properties analysis for portal part of mountain tunnel in strong earthquake area. Chinese Journal of Rock Mechanics and Engineering 28(Supp. 1): 3131–3136. (In Chinese) https://doi.org/10.3321/j.issn:1000-6915.2009.z1.080

    Google Scholar 

  • Wang CY (1987) Study on stability of the bank slope of Ertan Reservoir under seismic condition. In: Problem of Rockmass Engineering Geomechanics, Vol.VIII. Science Press, Beijing, China. (In Chinese)

    Google Scholar 

  • Wang CY, Wang SJ (1987) Research on seismic response of a slope on shaking table test. In: Problem of Rockmass Engineering Geomechanics, Vol. VII. Science Press, Beijing, China. (In Chinese)

    Google Scholar 

  • Wang YS, He JX, Luo YH, et al. (2015) Seismic monitoring of a slope to investigate topographic amplification. International Journal of Geohazards and Environment 1(3): 101–109. https://doi.org/10.15273/ijge.2015.03.013

    Article  Google Scholar 

  • Yan Z, Gao L, Peng N, et al. (2013) Influence of ground parameters on the dynamic responses of anchored bedding rock slope. In: AIP Conference Proceedings. 1558(1): 2309–2312. https://doi.org/10.1063/1.4826002

    Google Scholar 

  • Yang GX, Wu FQ, Dong JY, et al. (2012) Study of dynamic response characters and failure mechanism of rock slope under earthquake. Chinese Journal of Rock Mechanics and Engineering 31(4): 696–702. (In Chinese) https://doi.org/ 10.3969/j.issn.1000-6915.2012.04.007

    Google Scholar 

  • Zheng YR, Ye HL, Xiao Q, et al. (2010) Seismic slope stability and tunnel analysis method based on full power analysis. Journal of Disaster Prevention and Mitigation Engineering 30 (Supp. 1): 279–285. (In Chinese) https://doi.org/10.13409/j.cnki. jdpme.2010.s1.027

    Google Scholar 

Download references

Acknowledgment

This study has been supported by the National Natural Science Foundation of China (51408086) and the Opening Fund of the State Key Laboratory of Geohazard Prevention and Geoenvironmental Protection (Chengdu University of Technology) (SKLGP2015Z001). The authors express their gratitude for the financial assistance.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Yun-sheng Wang.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Wang, Ys., He, Jx. & Luo, Yh. Seismic response of the Lengzhuguan slope during Kangding Ms5.8 earthquake. J. Mt. Sci. 14, 2337–2347 (2017). https://doi.org/10.1007/s11629-017-4368-1

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11629-017-4368-1

Keywords

Navigation