Assessing SPT-based probabilistic models for liquefaction potential evaluation: a 10-year update

NCUIR > Engineering College > Department of Civil Engineering > journal & Dissertation > Item 987654321/99807

Please use this identifier to cite or link to this item: https://ir.lib.ncu.edu.tw/handle/987654321/99807

Title:	Assessing SPT-based probabilistic models for liquefaction potential evaluation: a 10-year update
Authors:	莊長賢;Juang, C. Hsein;Ching, Jianye;Luo, Zhe
Contributors:	工學院土木工程學系
Keywords:	Assessments;Bayesian analysis;Geohazards;Liquefaction;Management;Mathematical models;maximum likelihood;probability;Probability theory;standard penetration test;statistical methods
Date:	2013-09-01
Issue Date:	2026-04-21 13:36:09 (UTC+8)
Publisher:	Taylor and Francis Ltd.;Taylor & Francis
Abstract:	摘要： This paper presents an update of the Bayesian mapping function that relates nominal factor of safety ( ) to probability of liquefaction (P L ) published by Juang and his colleagues in 2002. As part of this update, the existing simplified models for liquefaction probability are also assessed. An updated model, in the form of , where f is an empirical function derived from the adopted database, is proposed. Insights gained in the assessment of the existing probability-based models are presented and discussed. The key findings include (1) the proposed model for liquefaction probability, developed using a simple and yet innovative approach, is shown to be able to yield results that agree well with those obtained using the more sophisticated maximum likelihood method and (2) if a data-driven model is developed based on true parameter values, one should use the true parameter values for prediction of a future case using the developed model; on the other hand, if the model is developed based on the nominal parameter values, one should use the nominal parameter values for future prediction. As nominal parameters are much easier to determine than true parameter values, models based on nominal parameter values are also easier to apply and less likely to be misused. 出版者： Taylor & Francis 出版日期： 2013-09 出處： Georisk, 2013-09, Vol.7 (3), p.137-150 版權： 2013 Taylor & Francis 2013 識別號： ISSN: 1749-9518 識別號： EISSN: 1749-9526 識別號： DOI: 10.1080/17499518.2013.778117
Appears in Collections:	[Department of Civil Engineering] journal & Dissertation

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