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Assessing probability-based methods for liquefaction potential evaluation

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TLDR
In this paper, a comparison of probabilities of liquefaction calculated with two different probabilistic approaches, logistic regression and Bayesian mapping, is made, and it is shown that the Bayesian map-based approach is preferred over the Logistic Regression approach for estimating the site-specific probability of liquidation, although both methods yield comparable probabilities.
Abstract
This paper presents an assessment of existing and new probabilistic methods for liquefaction potential evaluation. Emphasis is placed on comparison of probabilities of liquefaction calculated with two different approaches, logistic regression and Bayesian mapping. Logistic regression is a well-established statistical procedure, whereas Bayesian mapping is a relatively new application of the Bayes’ theorem to the evaluation of soil liquefaction. In the present study, simplified procedures for soil liquefaction evaluation, including the Seed–Idriss, Robertson–Wride, and Andrus–Stokoe methods, based on the standard penetration test, cone penetration test, and shear wave velocity measurement, respectively, are used as the basis for developing Bayesian mapping functions. The present study shows that the Bayesian mapping approach is preferred over the logistic regression approach for estimating the site-specific probability of liquefaction, although both methods yield comparable probabilities. The paper also co...

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Citations
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Journal ArticleDOI

Standard penetration test-based probabilistic and deterministic assessment of seismic soil liquefaction potential

TL;DR: In this paper, the authors present new correlations for assessment of the likelihood of initiation (or triggering) of soil liquefaction, which eliminate several sources of bias intrinsic to previous, similar correlations, and provide greatly reduced overall uncertainty and variance.
Journal ArticleDOI

CPT-Based Liquefaction Triggering Procedure

TL;DR: In this paper, a probabilistic cone penetration test (CPT) based liquefaction triggering procedure for cohesionless soils is derived using a maximum likelihood method with an updated case history database.
Journal ArticleDOI

Support vector machines: Their use in geotechnical engineering as illustrated using seismic liquefaction data

TL;DR: This study looks at a fairly new pattern recognition tool known as support vector machines (SVM) that can be used for solving classification-type problems and the use of kernel functions to apply mapping to the original nonlinear data patterns, such that the data becomes linearly separable in a high-dimensional feature space.
Journal ArticleDOI

Support vector machines‐based modelling of seismic liquefaction potential

TL;DR: In this paper, support vector machines (SVM) were used to assess the liquefaction potential from actual standard penetration test (SPT) and cone penetration test(CPT) field data.
References
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Journal ArticleDOI

Simplified procedure for evaluating soil liquefaction potential

TL;DR: Significant factors affecting the liquefaction (or cyclic mobility) potential of sands during earthquakes are identified, and a simplified procedure for evaluating the potential of sand during earthquakes is presented as mentioned in this paper.
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Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils

TL;DR: In 1996, a workshop sponsored by the National Center for Earthquake Engineering Research (NCEER) was convened by Professors T. L. Youd and I. M. Idriss with 20 experts to review developments over the previous 10 years as mentioned in this paper.
Journal ArticleDOI

Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations

TL;DR: In this paper, the authors clarified the meaning of the values of standard penetration resistance used in correlations of field observations of soil liquefaction with values of N1 measured in SPT tests.
Journal ArticleDOI

Evaluating cyclic liquefaction potential using the cone penetration test

TL;DR: In this article, the phenomena of soil liquefaction are described, and suitable definitions and definitions are provided for these phenomena are reviewed and an update of the existing definitions is provided.
Journal ArticleDOI

Liquefaction resistance of soils from shear-wave velocity

TL;DR: A simplified procedure using shear-wave velocity measurements for evaluating the liquefaction resistance of soils is presented in this paper, which follows the general format of the Seed-Idriss simplified procedure based on standard penetration test blow count.
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