A probabilistic model for liquefaction triggering analysis using SPT

S. Y. Fang, C. H. Juang, W. H. Tang

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

The liquefaction resistance model developed by Cetin et al. (2004) along with a reference seismic loading model forms a performance function or limit state for liquefaction triggering analysis. Within the framework of the first order reliability method (FORM), the uncertainty of this limit state model is characterized through an extensive series of sensitivity studies using Bayesian mapping functions that were calibrated with a set of quality case histories. With the known model and parameter uncertainties, the probability of liquefaction of a future case can be fairly accurately predicted using the FORM analysis. A procedure is developed to assess the uncertainty associated with the Bayesian mapping function, which was due to use of limited observed data in the development. The effect of this uncertainty on the final assessment of model uncertainty is evaluated, and the variation in the final notional probability obtained from the FORM analysis estimated. Copyright ASCE 2006.

Original languageEnglish
Title of host publicationFoundation Analysis and Design
Subtitle of host publicationInnovative Methods - Proceedings of Sessions of GeoShanghai 2006
Pages23-28
Number of pages6
Edition153
DOIs
StatePublished - 2006
EventGeoShanghai 2006 - Shanghai, China
Duration: 6 Jun 20068 Jun 2006

Publication series

NameGeotechnical Special Publication
Number153
ISSN (Print)0895-0563

Conference

ConferenceGeoShanghai 2006
Country/TerritoryChina
CityShanghai
Period6/06/068/06/06

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