Case Studies
Feb 25, 2021

Insights into Lateral Spread Displacement Patterns Using Remote Sensing Data from the 2011 Christchurch Earthquake

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 147, Issue 5

Abstract

High-resolution displacement observations of lateral spreading from optical image correlation are available for the 2011 Christchurch (Mw=6.2), New Zealand, earthquake, and these data were used to provide insights into the detailed displacement patterns during the earthquake and to quantitatively evaluate the performance of existing empirical models for lateral spread displacements. The observed displacements revealed important characteristics influencing the displacement patterns, including topographic terraces enhancing displacements in large regions between the terrace and the river, the combined effects of a free face and sloping ground on displacements near the river, and the effect of multiple free faces. These site characteristics can enhance displacements and should be considered when evaluating lateral spread movements. For the displacement models, on average, the Youd model underpredicts the observed displacements by more than a factor of 2, likely due to the strong magnitude scaling incorporated in the model. On average, the Zhang model is unbiased relative to the observed displacements but systematically overpredicts displacements for slopes greater than 1%. These results indicate the limitations of the existing lateral spread models and point toward the need for improvements in our understanding of lateral spread displacements.

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Data Availability Statement

The data, models, or code generated or used during the study are available in the DesignSafe (www.designsafe-ci.org) online data repository (Rathje and Little 2020) in accordance with funder data retention policies.

Acknowledgments

This material is based upon work supported by the National Science Foundation under Grant No. CMMI-1462855. This support is gratefully acknowledged. Prof. Misko Cubrinovksi and Dr. Kelly Robinson of the University of Canterbury generously shared the river cross-sections from the Christchurch City Council.

References

Ancheta, T. D., et al. 2014. “NGA-West2 database.” Earthquake Spectra 30 (3): 989–1005. https://doi.org/10.1193/070913EQS197M.
Beavan, J., S. Levick, J. Lee, and K. Jones. 2012. Ground displacements and dilatational strains caused by the 2010–2011 Canterbury earthquakes. Avalon, New Zealand: GNC Science Consultancy.
Boulanger, R., and I. Idriss. 2014. CPT and SPT based liquefaction triggering procedures. Davis, CA: Center for Geotechnical Modeling, Univ. of California at Davis.
Bradley, B., and M. Cubrinovski. 2011. “Near-source strong ground motions observed in the 22 February 2011 Christchurch earthquake.” Seismol. Res. Lett. 82 (6): 853–865. https://doi.org/10.1785/gssrl.82.6.853.
Cetin, K. O., T. L. Youd, R. B. Seed, J. D. Bray, J. P. Stewart, H. T. Durgunoglu, W. Lettis, and M. T. Yilmaz. 2004. “Liquefaction-induced lateral spreading at Izmit Bay during the Kocaeli (Izmit)–Turkey earthquake.” J. Geotech. Geoenviron. Eng. 130 (12): 1300–1313. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:12(1300).
Chu, D., J. Stewart, T. L. Youd, and B. Chu. 2006. “Liquefaction-induced lateral spreading in near-fault regions during the 1999 Chi-Chi, Taiwan earthquake.” J. Geotech. Geoenviron. Eng. 132 (12): 1549–1565. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:12(1549).
Cubrinovski, M., et al. 2010. “Geotechnical reconnaissance of the 2010 Darfield (Canterbury) earthquake.” Bull. N. Z. Soc. Earthquake Eng. 43 (4): 243–320. https://doi.org/10.5459/bnzsee.43.4.243-320.
Cubrinovski, M., et al. 2011a. “Geotechnical aspects of the 22 February 2011 Christchurch earthquake.” Bull. N. Z. Soc. Earthquake Eng. 44 (4): 205–226. https://doi.org/10.5459/bnzsee.44.4.205-226.
Cubrinovski, M., J. Bray, M. Taylor, S. Giorgini, B. Bradley, L. Wotherspoon, and J. Zupan. 2011b. “Soil liquefaction effects in the central business district during the February 2011 Christchurch earthquake.” Seismol. Res. Lett. 82 (6): 893–904. https://doi.org/10.1785/gssrl.82.6.893.
Cubrinovski, M., and K. Robinson. 2016. “Lateral spreading: Evidence and interpretation from the 2010–2011 Christchurch earthquakes.” Soil Dyn. Earthquake Eng. 91 (Dec): 187–201. https://doi.org/10.1016/j.soildyn.2016.09.045.
Cubrinovski, M., K. Robinson, M. Taylor, M. Hughes, and R. Orense. 2012. “Lateral spreading and its impacts in urban areas in the 2010–2011 Christchurch earthquakes.” N. Z. J. Geol. Geophys. 55 (3): 255–269. https://doi.org/10.1080/00288306.2012.699895.
Earthquake Commission. 2019. “New Zealand geotechnical database.” Accessed August 26, 2019. https://www.nzgd.org.nz.
Gillins, D., and S. Bartlett. 2014. “Multilinear regression equations for predicting lateral spread displacement from soil type and cone penetration test data.” J. Geotech. Geoenviron. Eng. 140 (4): 04013047. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001051.
Jefferies, M. G., and M. P. Davies. 1993. “Use of CPTu to estimate equivalent SPT N60.” Geotech. Test. J. 16 (4): 458–468. https://doi.org/10.1520/GTJ10286J.
Kaiser, A., et al. 2012. “The Mw 6.2 Christchurch earthquake of February 2011: Preliminary report.” N. Z. J. Geol. Geophys. 55 (1): 67–90. https://doi.org/10.1080/00288306.2011.641182.
Kaklamanos, J., L. G. Baise, E. M. Thompson, and L. Dorfmann. 2015. “Comparison of 1D linear, equivalent-linear, and nonlinear site response models at six KiK-net validation sites.” Soil Dyn. Earthquake Eng. 69 (Feb): 207–219. https://doi.org/10.1016/j.soildyn.2014.10.016.
Kramer, S. 1996. Geotechnical earthquake engineering. Upper Saddle River, NJ: Prentice Hall.
Li, Y-G., G. P. De Pascale, M. Quigley, and D. Gravely. 2014. “Fault damage zones of the M7.1 Darfield and M6.3 Christchurch earthquake sources viewed with fault-zone trapped waves.” Tectonophysics 618 (Mar): 79–101. https://doi.org/10.1016/j.tecto.2014.01.029.
Martin, J. G. 2014. “Measuring liquefaction-induced deformation from optical satellite imagery.” M.S. thesis, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas.
NASEM (National Academies of Sciences, Engineering, and Medicine). 2016. State of the art and practice in the assessment of earthquake-induced soil liquefaction and its consequences. Washington, DC: National Academies Press.
NZGD (New Zealand Geotechnical Database). 2013. “Liquefaction and lateral spreading observations.” Accessed September 3, 2016. https://www.nzgd.org.nz.
NZGD (New Zealand Geotechnical Database). 2014. “Event specific groundwater surface elevations.” Accessed September 03, 2016. https://www.nzgd.org.nz.
NZGD (New Zealand Geotechnical Database). 2015a. “Conditional PGA for liquefaction assessment.” Accessed September 3, 2016. https://www.nzgd.org.nz.
NZGD (New Zealand Geotechnical Database). 2015b. “LiDAR and digital elevation models.” Accessed September 3, 2016. https://www.nzgd.org.nz.
Rathje, E., and M. Little. 2020. “Displacement and subsurface characteristics of select lateral spread locations from the 2011 Christchurch, New Zealand earthquake.” DesignSafe-CI. Accessed January 9, 2020. https://doi.org/10.17603/ds2-8v8t-w273.
Rathje, E., J. Martin, and O. Deterling. 2015. “Lateral spreading deformations from satellite images and optical image correlation for the 2011 Christchurch earthquake [data set].” Network Earthquake Eng. Simulation (NEES). Accessed February 22, 2011. https://doi.org/10.4231/D3MW28F9X.
Rathje, E., S. Secara, G. Martin, S. van Ballegooy, and J. Russell. 2017. “Liquefaction-induced horizontal displacements from the Canterbury earthquake sequence in New Zealand measured from remote sensing techniques.” Earthquake Spectra 33 (4): 1475–1494. https://doi.org/10.1193/080816eqs127m.
Robertson, P., and K. Cabal. 2015. Guide to cone penetration testing for geotechnical engineering. 6th ed. Signal Hill, CA: Gregg Drilling.
Robinson, K., M. Cubrinovski, and B. A. Bradley. 2013. “Sensitivity of predicted liquefaction-induced lateral displacements from the 2010 Darfield and 2011 Christchurch earthquakes.” In Proc., 19th New Zealand Geotechnical Society (NZGS) Symp. Wellington, New Zealand: New Zealand Geotechnical Society.
Russell, J., S. van Ballegooy, M. Ogden, S. Bastin, and M. Cubrinovski. 2017. “Influence of geometric, geologic, geomorphic and subsurface ground conditions on the accuracy of empirical models for prediction of lateral spreading.” In Proc., 3rd Int. Conf. on Performance-based Design in Earthquake Geotechnical Engineering. Vancouver, BC, Canada: International Society for Soil Mechanics and Geotechnical Engineering.
Scherler, D., S. Leprince, and M. Strecker. 2008. “Glacier-surface velocities in alpine terrain from optical satellite imagery—Accuracy improvement and quality assessment.” Remote Sens. Environ. 112 (10): 3806–3819. https://doi.org/10.1016/j.rse.2008.05.018.
Suzuki, Y., T. Sanematsu, and K. Tokimatsu. 1998. “Correlation between SPT and seismic CPT.” In Proc., Conf. on Geotechnical Site Characterization, edited by P. K. Robertson and P. W. Mayne, 1375–1380. Rotterdam, Netherlands: A.A. Balkema.
Youd, T. 2018. “Application of MLR procedure for prediction of liquefaction-induced lateral spread displacement.” J. Geotech. Geoenviron. Eng. 144 (6): 04018033. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001860.
Youd, T., C. Hansen, and S. Bartlett. 2002. “Revised multilinear regression equations for prediction of lateral spread displacement.” J. Geotech. Geoenviron. Eng. 128 (12): 1007–1017. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:12(1007).
Zhang, G., P. Robertson, and R. Brachman. 2004. “Estimating liquefaction-induced lateral displacements using the standard penetration test or cone penetration test.” J. Geotech. Geoenviron. Eng. 130 (8): 861–871. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:8(861).

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 147Issue 5May 2021

History

Received: Mar 11, 2020
Accepted: Dec 10, 2020
Published online: Feb 25, 2021
Published in print: May 1, 2021
Discussion open until: Jul 25, 2021

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Authors

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Graduate Research Assistant, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas, Austin, TX 78712 (corresponding author). ORCID: https://orcid.org/0000-0001-6878-6757. Email: [email protected]
Ellen Rathje, F.ASCE
Janet S. Cockrell Centennial Chair in Engineering, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas, Austin, TX 78712.
Gregory P. De Pascale
Assistant Professor, Departamento de Geologia, Facultad de ciencias fisicas y matematicas, Universidad de Chile, Plaza Ercilla 803, Santiago, Chile.
Jeffrey Bachhuber
Director of Geosciences, Pacific Gas and Electric, 77 Beale St., San Francisco, CA 94105.

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