2022
DOI: 10.1061/(asce)gt.1943-5606.0002744
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Estimating the Severity of Liquefaction Ejecta Using the Cone Penetration Test

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Cited by 17 publications
(14 citation statements)
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“…Simultaneously, this work demonstrated the insufficiency of the H 1 -H 2 model variables and the role that mechanical knowledge must play in generating better predictors. To that end, the tier-2 manifestation model of Hutabarat and Bray (2022) uses novel and insightful predictors inspired by tier-3 modeling results, but ultimately, is resigned to conventional empiricism when developing and calibrating a model. This is another example of how AI might improve the empirical component(s) of a model while also respecting and benefiting from human knowledge of mechanics.…”
Section: Applications and Models That Should Not Be Ignoredmentioning
confidence: 99%
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“…Simultaneously, this work demonstrated the insufficiency of the H 1 -H 2 model variables and the role that mechanical knowledge must play in generating better predictors. To that end, the tier-2 manifestation model of Hutabarat and Bray (2022) uses novel and insightful predictors inspired by tier-3 modeling results, but ultimately, is resigned to conventional empiricism when developing and calibrating a model. This is another example of how AI might improve the empirical component(s) of a model while also respecting and benefiting from human knowledge of mechanics.…”
Section: Applications and Models That Should Not Be Ignoredmentioning
confidence: 99%
“…Because triggering refers to liquefaction at discrete depths in a profile, the outputs from triggering analysis are often used in series with manifestation models to predict a profile’s system response in the form of settlement, ejecta, spreading, cracking, and so on (e.g. Hutabarat and Bray, 2022; Iwasaki, 1978; Maurer et al, 2015; Youd et al, 2002; Zhang et al, 2002). The third tier, “tier 3,” is defined by “constitutive” models that predict liquefaction response at the soil element level, typically using numerous input parameters.…”
Section: Literature Overview and Backgroundmentioning
confidence: 99%
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“…This method only considers soils in the top 15 m of a soil profile and was developed using FS liq estimated from the Boulanger and Idriss (2016) triggering procedure at a probability level of 0.5. Hutabarat and Bray (2022) define threshold levels of L D and C R combinations that differentiate between liquefaction ejecta severity levels.…”
Section: Existing Manifestation Modelsmentioning
confidence: 99%
“…What this result shows then, is that when using the same input data and when trained on the same database of case histories, CBR can generate models with better predictive power than existing models. The Hutabarat and Bray (2022) model has a low R TP value because it was developed to estimate only manifestation due to ejecta, and not other forms of manifestation, such as cracking or settlement, which are included in the Global database. Therefore, even if it correctly predicts cases with ejecta manifestation, it misses other forms of manifestation because it was not strictly developed to predict their occurrence.…”
Section: Comparison With Existing Modelsmentioning
confidence: 99%