A probabilistic model for liquefaction triggering analysis using SPT

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

研究成果: 書貢獻/報告類型會議論文篇章同行評審

摘要

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.

原文???core.languages.en_GB???
主出版物標題Foundation Analysis and Design
主出版物子標題Innovative Methods - Proceedings of Sessions of GeoShanghai 2006
頁面23-28
頁數6
版本153
DOIs
出版狀態已出版 - 2006
事件GeoShanghai 2006 - Shanghai, China
持續時間: 6 6月 20068 6月 2006

出版系列

名字Geotechnical Special Publication
號碼153
ISSN(列印)0895-0563

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???event.eventtypes.event.conference???GeoShanghai 2006
國家/地區China
城市Shanghai
期間6/06/068/06/06

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