Numerical analysis of embankment on soft clay reinforced with stone columns / Mahmoud Fathy Mohamed Ahmed Bokair ; Supervised Hisham Hussein Hafez

By:

Mahmoud Fathy Mohamed Ahmed Bokair

Contributor(s):

Hisham Hussein Hafez []

Material type: Text

TextLanguage: English Publication details: Cairo : Mahmoud Fathy Mohamed Ahmed Bokair , 2013Description: 291P. : charts , facsimiles ; 30cmOther title:

التحليل الرقمى لجسر ترابى على تربة طينية لينة مسلحة بأعمدة زلطية [Added title page title]

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Dissertation note: Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: This thesis concerned with studying the use of stone columns in improving the behavior of soft clay soils underneath embankments . A numerical study was carried out using the finite element program PLAXIS. To ensure the reliability of the analysis a published case history was used to calibrate the developed numerical model . The calibrated model was used to study the effect of the embankment dimensions on the composite ground behavior and the behavior of the soft clay reinforced with stone columns and geosynthetics

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Holdings
Item type	Current library	Home library	Call number	Copy number	Status	Date due	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.Ph.D.2013.Ma.N (Browse shelf(Opens below))		Not for loan		01010110060783000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.Ph.D.2013.Ma.N (Browse shelf(Opens below))	60783.CD	Not for loan		01020110060783000

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Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

This thesis concerned with studying the use of stone columns in improving the behavior of soft clay soils underneath embankments . A numerical study was carried out using the finite element program PLAXIS. To ensure the reliability of the analysis a published case history was used to calibrate the developed numerical model . The calibrated model was used to study the effect of the embankment dimensions on the composite ground behavior and the behavior of the soft clay reinforced with stone columns and geosynthetics

Issued also as CD

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