Liquefaction-Induced Horizontal Displacements from the Canterbury Earthquake Sequence in New Zealand Measured from Remote Sensing Techniques

2017 ◽  
Vol 33 (4) ◽  
pp. 1475-1494 ◽  
Author(s):  
Ellen M. Rathje ◽  
Sorin S. Secara ◽  
Jonathan G. Martin ◽  
Sjoerd van Ballegooy ◽  
James Russell

Using satellite image pairs from the 2010–2011 Canterbury Earthquake Sequence (CES) in New Zealand, optical image correlation is used to measure horizontal displacements due to liquefaction-induced lateral spreading. Horizontal displacements as small as 0.2 to 0.3 m are accurately measured by optical image correlation at a spatial resolution of less than 20 m. Comparisons with field survey measurements of horizontal displacement are favorable, but some differences are observed due to the different spatial scales of the measurements. Liquefaction-induced horizontal displacements derived from LIDAR surveys are similar to those from optical image correlation, but in some locations the LIDAR measurements are inaccurate due to limitations in the LIDAR survey acquisition methodology used. This paper demonstrates that optical image correlation from satellite image pairs can be used to create more complete databases of liquefaction-induced horizontal movements, which can be used to improve current predictive models for liquefaction-induced horizontal displacements. Future post-earthquake investigations and research should make use of optical image correlation to document the horizontal displacements associated with liquefaction.

Geology ◽  
2013 ◽  
Vol 41 (4) ◽  
pp. 419-422 ◽  
Author(s):  
M. C. Quigley ◽  
S. Bastin ◽  
B. A. Bradley

2015 ◽  
Vol 438 ◽  
pp. 213-225 ◽  
Author(s):  
Bruce W. Hayward ◽  
Ashwaq T. Sabaa ◽  
Brigida Figueira ◽  
Catherine M. Reid ◽  
Ritsuo Nomura

2014 ◽  
Vol 30 (1) ◽  
pp. 277-306 ◽  
Author(s):  
Robert B. Fleischman ◽  
Jose I. Restrepo ◽  
Stefano Pampanin ◽  
Joseph R. Maffei ◽  
Kim Seeber ◽  
...  

The 2010–2011 Canterbury earthquake sequence provides a rare opportunity to study the performance of modern structures designed under well-enforced, evolving seismic code provisions and subjected to severe ground shaking. In particular, New Zealand makes widespread use of precast concrete seismic systems, including those that are designed to respond identically to cast-in-place concrete structures (emulative systems) and, in more recent years, those that take advantage of the unique jointed properties of precast construction. New Zealand building construction also makes extensive use of precast elements for gravity systems, floor systems, stairs, and cladding. Although not always classified as part of the primary seismic force-resisting system, these “secondary” elements must undergo the compatible displacements imposed in the earthquake. Damage evaluations for several of these structures subjected to strong shaking provide the ability to examine the differences in seismic performance for systems of distinct design intent and standards, including the performance of secondary elements.


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