4.7 Article

Development of region-specific soil behavior type index correlations for evaluating liquefaction hazard in Christchurch, New Zealand

Journal

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
Volume 117, Issue -, Pages 96-105

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.soildyn.2018.04.059

Keywords

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Funding

  1. U.S. National Science Foundation (NSF) [CMMI-1435494, CMMI-1724575, CMMI-1825189]
  2. New Zealand Earthquake Commission (EQC)

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Utilizing an unprecedented database of field and laboratory test data from Christchurch, New Zealand, this study develops deterministic and probabilistic correlations relating the soil behavior type index (I-c) to laboratory test-based liquefaction susceptibility and fines content. The proposed I-c correlations are in turn used to assess liquefaction hazard for 9623 case studies compiled from three earthquakes that impacted Christchurch, New Zealand, wherein the predicted liquefaction severity is compared to post-earthquake field observations. Furthermore, the accuracy of the predictions based on the region-specific I-c correlations are compared to those made using generic I-c correlations. The use of the Christchurch-specific I-c correlations, in general, only slightly improved the liquefaction severity predictions. These findings could be a result of shortcomings in the procedures used to predict liquefaction triggering and/or liquefaction manifestations. Nevertheless, the findings give credence to the use of generic correlations for typical projects. Finally, the overall framework of the study used herein can be applied to worldwide locals and is not just limited for use in the Canterbury region of New Zealand.

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