Chapter
Jun 7, 2018
Geotechnical Earthquake Engineering and Soil Dynamics V

Lateral Spreading Characteristics from the 2011 Christchurch, New Zealand, Earthquake

Publication: Geotechnical Earthquake Engineering and Soil Dynamics V: Liquefaction Triggering, Consequences, and Mitigation (GSP 290)

ABSTRACT

Liquefaction-induced lateral spreading during the 2011 Christchurch earthquake in New Zealand was severe and extensive, and data regarding the displacements associated with the lateral spreading provides an excellent opportunity to better understand the factors that influence these movements. Horizontal displacements measured from optical satellite imagery and subsurface data from the New Zealand Geotechnical Database (NZGD) were used to investigate two distinct lateral spread areas along the Avon River in Christchurch. These areas experienced displacements between 0.5 and 2 m, with the inland extent of displacement ranging from 100 m to over 600 m. Existing semi-empirical displacement models tended to under estimate the displacements at one site, but better predicted displacements at the other. The integrated datasets indicate that the areas with more severe and spatially extensive displacements are associated with thicker and more laterally continuous deposits of liquefiable soil. In some areas, the inland extent of displacements is constrained by geologic boundaries and geomorphic features, as expressed by distinct topographic breaks. In other areas the extent of displacement is influenced by the continuity of liquefiable strata or by the presence of layers that may act as vertical seepage barriers. These observations demonstrate the need to integrate geologic/geomorphic analyses with geotechnical analyses when assessing the potential for lateral spreading movements.

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ACKNOWLEDGMENTS

This material is based upon work supported by the National Science Foundation under Grant No. CMMI-1462855. This support is gratefully acknowledged.

REFERENCES

Boulanger, R. W., and Idriss, I. M. (2014). “CPT and SPT Based Liquefaction Triggering Procedures. CPT and SPT Based Liquefaction Triggering Procedures”, Center for Geotechnical Modeling, report no. UCD/CGM-14/01, University of California at Davis.
Canterbury Geotechnical Database (2013) "Liquefaction and Lateral Spreading Observations", Map Layer CGD0300 - 11 Feb 2013, retrieved [09/03/2016] from https://canterburygeotechnicaldatabase.projectorbit.com/
Canterbury Geotechnical Database (2014) "Event Specific Groundwater Surface Elevations", Map Layer CGD0800 – 12 June 2014, retrieved [09/03/2016] from https://canterburygeotechnicaldatabase.projectorbit.com/
Canterbury Geotechnical Database (2015) "Conditional PGA for Liquefaction Assessment", Map Layer CGD5110 – 30 June 2015, retrieved [09/03/2016] from https://canterburygeotechnicaldatabase.projectorbit.com/
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Cubrinovski, M., Robinson, K., Taylor, M., Hughes, M., and Orense, R. (2012). “Lateral spreading and its impacts in urban areas in the 2010–2011 Christchurch earthquakes.” New Zealand J. of Geology and Geophysics 55, (3)255–269.
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Rathje, E. M., Secara, S. S., Martin, J. G., van Ballegooey, S., and Russel, J. (2017). “Liquefaction-Induced Horizontal Displacements from the Canterbury Earthquake Sequence in New Zealand Measured from Remote Sensing Techniques.” Earthquake Spectra In-Press.
Zhang, G., Robertson, P. K., and Brachman, R. W. I. (2004). “Estimating Liquefaction-Induced Lateral Displacements Using the Standard Penetration Test or Cone Penetration Test.” Journal of Geotechnical and Geoenvironmental Engineering, 130(8), 861–871.

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Go to Geotechnical Earthquake Engineering and Soil Dynamics V
Geotechnical Earthquake Engineering and Soil Dynamics V: Liquefaction Triggering, Consequences, and Mitigation (GSP 290)
Pages: 337 - 347
Editors: Scott J. Brandenberg, Ph.D., University of California, Los Angeles, and Majid T. Manzari, Ph.D., George Washington University
ISBN (Online): 978-0-7844-8145-5

History

Published online: Jun 7, 2018

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Michael V. Little [email protected]
Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, 301 E. Dean Keeton St., Austin, TX 78712. E-mail: [email protected]
Ellen M. Rathje, Ph.D.
Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, 301 E. Dean Keeton St., Austin, TX 78712
Gregory DePascale, Ph.D.
Dept. of Geology, Univ. of Chile, Plaza Ercilla 803, Santiago, Chile
Jeffrey Bachhuber
Dept. of Geosciences, Pacific Gas and Electric (PG&E), 245 Market St., San Francisco, CA 94105

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