Numerical analysis of stone columns in liquefiable soil / Adham Gamal Diaaeldin Abdelrazek ; Supervied Sherif Adel Akl

By:

Adham Gamal Diaaeldin Abdelrazek

Contributor(s):

Sherif Adel Akl []

Material type: Text

TextLanguage: English Publication details: Cairo : Adham Gamal Diaaeldin Abdelrazek , 2021Description: 142 P. : charts , facsimiles ; 30cmOther title:

التحليل العددى للأعمدة الحجرية فى التربة المُسيلة [Added title page title]

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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: This research examines the behaviour of stone columns in liquefiable soils. Stone column in-situ stiffness and the improvement in the field{u2019}s liquefaction resistance are not directly related to results of plate load tests.Two series of parametric studies program compromise static and dynamic analyses conducted using a 2D finite element model to investigate this relation. The study addressed the effect of stone columns on liquefiable soils, also, it studied the stone columns behaviour in such soils and estimate the degree of soil improvement against liquefaction.The study performs a design curve that relates the interpreted column stiffness with the reduction in shear stresses

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Item type	Current library	Home library	Call number	Copy number	Status	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2021.Ad.N (Browse shelf(Opens below))		Not for loan	01010110083331000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2021.Ad.N (Browse shelf(Opens below))	83331.CD	Not for loan	01020110083331000

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Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

This research examines the behaviour of stone columns in liquefiable soils. Stone column in-situ stiffness and the improvement in the field{u2019}s liquefaction resistance are not directly related to results of plate load tests.Two series of parametric studies program compromise static and dynamic analyses conducted using a 2D finite element model to investigate this relation. The study addressed the effect of stone columns on liquefiable soils, also, it studied the stone columns behaviour in such soils and estimate the degree of soil improvement against liquefaction.The study performs a design curve that relates the interpreted column stiffness with the reduction in shear stresses

Issued also as CD

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