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Decision tree approach for soil liquefaction assessment.

Amir H Gandomi1, Mark M Fridline2, David A Roke1

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Decision tree techniques effectively assess post-earthquake soil liquefaction, outperforming traditional logistic regression models. These methods offer valuable engineering insights for predicting liquefaction potential.

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Area of Science:

  • Geotechnical Engineering
  • Earthquake Engineering
  • Data Science

Background:

  • Soil liquefaction is a significant post-earthquake hazard.
  • Accurate assessment of liquefaction potential is crucial for infrastructure safety.
  • Existing models require robust evaluation with advanced techniques.

Purpose of the Study:

  • To evaluate the performance of decision tree (DT) techniques for post-earthquake soil liquefaction assessment.
  • To compare the predictive capabilities of DT models against logistic regression (LR).
  • To interpret the best performing DT models from an engineering perspective.

Main Methods:

  • Utilized a database of 620 seismic and soil property records.
  • Applied three distinct decision tree techniques in statistical and engineering contexts.
  • Developed decision rules using DT algorithms.
  • Compared DT model results with a logistic regression model.

Main Results:

  • Decision tree techniques demonstrated high accuracy in predicting soil liquefaction.
  • DT models outperformed the logistic regression model in performance.
  • The developed DT models provide interpretable decision rules.

Conclusions:

  • Decision tree techniques are highly effective for post-earthquake soil liquefaction assessment.
  • DT models offer a superior alternative to logistic regression for this application.
  • Engineering-based interpretation of DT models enhances their practical utility in seismic risk analysis.