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Liquefaction potential of soils: A f...

Li, Kun.

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Liquefaction potential of soils: A fully probabilistic approach.

Record Type:	Language materials, printed : Monograph/item
Title/Author:	Liquefaction potential of soils: A fully probabilistic approach./
Author:	Li, Kun.
Description:	181 p.
Notes:	Adviser: C. Hsein Juang.
Contained By:	Dissertation Abstracts International67-05B.
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3217993
ISBN:	9780542696916

Liquefaction potential of soils: A fully probabilistic approach.
Li, Kun.

Liquefaction potential of soils: A fully probabilistic approach. - 181 p.

Adviser: C. Hsein Juang.

Thesis (Ph.D.)--Clemson University, 2006.

This research is aimed at improving existing methods for evaluating liquefaction potential of soils using probabilistic approach. The research deals with several closely related studies. First, a Cone Penetration Test (CPT)-based model for calculating liquefaction resistance is developed using artificial neural network approach, taking advantage of a recently updated seismic loading model and a comprehensive data set of CPT-based liquefaction/no-liquefaction case histories. Second, the liquefaction resistance model developed is incorporated into the formulation of liquefaction potential index, and the various issues related to the liquefaction potential index are examined using probability concept. Third, general applicability of the commonly used index properties-based criteria for liquefaction susceptibility is investigated. Fourth, a methodology for mapping liquefaction-induced ground failure is developed. As an example application, liquefaction-induced ground failure potential for Charleston quadrangle, South Carolina is mapped using seismic parameters specified for the area for a hazard level corresponding to 475-year return period. Finally, a new framework that integrates the conditional probability of liquefaction with the variation of earthquake sources and the underlying model uncertainty, as reflected in the U.S. Geological Survey Seismic Hazard Maps, for a fully probabilistic analysis of soil liquefaction in a given time exposure is developed and demonstrated with an example.

ISBN: 9780542696916Subjects--Topical Terms:

783781
Engineering, Civil.

Liquefaction potential of soils: A fully probabilistic approach.
LDR:02352nam 2200265 a 45 001 970780
005 20110921
008 110921s2006 eng d
020 $a 9780542696916
035 $a (UMI)AAI3217993
035 $a AAI3217993
040 $a UMI $c UMI
100 1 $a Li, Kun. $3 1294822
245 1 0 $a Liquefaction potential of soils: A fully probabilistic approach.
300 $a 181 p.
500 $a Adviser: C. Hsein Juang.
500 $a Source: Dissertation Abstracts International, Volume: 67-05, Section: B, page: 2724.
502 $a Thesis (Ph.D.)--Clemson University, 2006.
520 $a This research is aimed at improving existing methods for evaluating liquefaction potential of soils using probabilistic approach. The research deals with several closely related studies. First, a Cone Penetration Test (CPT)-based model for calculating liquefaction resistance is developed using artificial neural network approach, taking advantage of a recently updated seismic loading model and a comprehensive data set of CPT-based liquefaction/no-liquefaction case histories. Second, the liquefaction resistance model developed is incorporated into the formulation of liquefaction potential index, and the various issues related to the liquefaction potential index are examined using probability concept. Third, general applicability of the commonly used index properties-based criteria for liquefaction susceptibility is investigated. Fourth, a methodology for mapping liquefaction-induced ground failure is developed. As an example application, liquefaction-induced ground failure potential for Charleston quadrangle, South Carolina is mapped using seismic parameters specified for the area for a hazard level corresponding to 475-year return period. Finally, a new framework that integrates the conditional probability of liquefaction with the variation of earthquake sources and the underlying model uncertainty, as reflected in the U.S. Geological Survey Seismic Hazard Maps, for a fully probabilistic analysis of soil liquefaction in a given time exposure is developed and demonstrated with an example.
590 $a School code: 0050.
650 4 $a Engineering, Civil. $3 783781
690 $a 0543
710 2 0 $a Clemson University. $3 997173
773 0 $t Dissertation Abstracts International $g 67-05B.
790 $a 0050
790 1 0 $a Juang, C. Hsein, $e advisor
791 $a Ph.D.
792 $a 2006
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3217993