4.5 Article

Field assessment of liquefaction prediction models based on geotechnical versus geospatial data, with lessons for each

期刊

EARTHQUAKE SPECTRA
卷 36, 期 3, 页码 1386-1411

出版社

SAGE PUBLICATIONS INC
DOI: 10.1177/8755293019899951

关键词

Soil liquefaction; prediction; geotechnical; geospatial; post-earthquake response; soil conditions

资金

  1. National Science Foundation (NSF) [CMMI-1751216]
  2. US Geological Survey (USGS) [G18AP-00006]
  3. Pacific Earthquake Engineering Research Center (PEER) [1132-NCTRBM]
  4. New Zealand Earthquake Commission (EQC)

向作者/读者索取更多资源

Semi-empirical models based on in situ geotechnical tests have been the standard-of-practice for predicting soil liquefaction since 1971. More recently, prediction models based on free, readily available data were proposed. These geospatial models rely on satellite remote-sensing to infer subsurface traits without in situ tests. Using 15,223 liquefaction case-histories from 24 earthquakes, this study assesses the performance of 23 models based on geotechnical or geospatial data using standardized metrics. Uncertainty due to finite sampling of case-histories is accounted for and used to establish statistical significance. Geotechnical predictions are significantly more efficient on a global scale, yet successive models proposed over the last 20 years show little or no demonstrable improvement. In addition, geospatial models perform equally well for large subsets of the data-a provocative finding given the relative time- and cost-requirements underlying these predictions. Through this performance comparison, lessons for improving each class of model are elucidated in detail.

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