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Modeling of seismically-induced late...

Abdoun, Tarek Hassen.

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Modeling of seismically-induced lateral spreading of multi-layered soil and its effect on pile foundations.

Record Type:	Electronic resources : Monograph/item
Title/Author:	Modeling of seismically-induced lateral spreading of multi-layered soil and its effect on pile foundations./
Author:	Abdoun, Tarek Hassen.
Description:	315 p.
Notes:	Source: Dissertation Abstracts International, Volume: 58-09, Section: B, page: 4977.
Contained By:	Dissertation Abstracts International58-09B.
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=9809451
ISBN:	0591599287

Modeling of seismically-induced lateral spreading of multi-layered soil and its effect on pile foundations.
Abdoun, Tarek Hassen.

Modeling of seismically-induced lateral spreading of multi-layered soil and its effect on pile foundations. - 315 p.

Source: Dissertation Abstracts International, Volume: 58-09, Section: B, page: 4977.

Thesis (Ph.D.)--Rensselaer Polytechnic Institute, 1997.

Using centrifuge modeling as main tool to investigate the effect of permanent lateral ground displacements due to seismically induced liquefaction and lateral spreading, on both single pile and pile group systems. As both case histories and theory indicate that the interfaces between liquefied and nonliquefied soil layers are critical to the pile foundations, these centrifuge tests necessarily had to include 2 or 3 layers. All centrifuge tests are conducted at the 100 g-ton RPI centrifuge, using the inclined laminar box and model piles as research tools. The specific objectives of this study to be accomplished mainly through the centrifuge experiments and corresponding interpretations and comparisons. Test results were used to develop a simple limiting equilibrium method to evaluate the maximum bending moment in single pile and pile group.

ISBN: 0591599287Subjects--Topical Terms:

783781
Engineering, Civil.

Modeling of seismically-induced lateral spreading of multi-layered soil and its effect on pile foundations.
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100 1 $a Abdoun, Tarek Hassen. $3 1945803
245 1 0 $a Modeling of seismically-induced lateral spreading of multi-layered soil and its effect on pile foundations.
300 $a 315 p.
500 $a Source: Dissertation Abstracts International, Volume: 58-09, Section: B, page: 4977.
500 $a Adviser: Ricardo Dobry.
502 $a Thesis (Ph.D.)--Rensselaer Polytechnic Institute, 1997.
520 $a Using centrifuge modeling as main tool to investigate the effect of permanent lateral ground displacements due to seismically induced liquefaction and lateral spreading, on both single pile and pile group systems. As both case histories and theory indicate that the interfaces between liquefied and nonliquefied soil layers are critical to the pile foundations, these centrifuge tests necessarily had to include 2 or 3 layers. All centrifuge tests are conducted at the 100 g-ton RPI centrifuge, using the inclined laminar box and model piles as research tools. The specific objectives of this study to be accomplished mainly through the centrifuge experiments and corresponding interpretations and comparisons. Test results were used to develop a simple limiting equilibrium method to evaluate the maximum bending moment in single pile and pile group.
590 $a School code: 0185.
650 4 $a Engineering, Civil. $3 783781
650 4 $a Geotechnology. $3 1018558
650 4 $a Agriculture, Soil Science. $3 1017824
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773 0 $t Dissertation Abstracts International $g 58-09B.
790 1 0 $a Dobry, Ricardo, $e advisor
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791 $a Ph.D.
792 $a 1997
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=9809451