Analysis of diaphragm walls supporting deep excavation in cohesive and cohesionless soils / Ahmed Mahmoud Abdelmonem Hemeda ; Supervised Amr Farouk Elhakim , Mohamed Ibrahim Amer

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Ahmed Mahmoud Abdelmonem Hemeda

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TextLanguage: English Publication details: Cairo : Ahmed Mahmoud Abdelmonem Hemeda , 2011Description: 146 P. : charts , facsimiles ; 30cmOther title:

تحليل الحوائط الغشائية السائدة للحفر العميق فى التربة المتماسكة والغير متماسكة [Added title page title]

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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: One of the widespread in - situ walls is the diaphragm wall which provides structural support and water tightness . It is the most proper technique for many deep excavation projects and large civil engineering works which require the utmost care for limiting of wall and ground surface movements . The principal objective of this reearch is to study the effects of soil type and vertical support spacing on the behavior of diaphragm wall and surrounding soil using different stiffnesses of the wall

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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.M.Sc.2011.Ah.A (Browse shelf(Opens below))		Not for loan		01010110057371000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2011.Ah.A (Browse shelf(Opens below))	57371.CD	Not for loan		01020110057371000

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

One of the widespread in - situ walls is the diaphragm wall which provides structural support and water tightness . It is the most proper technique for many deep excavation projects and large civil engineering works which require the utmost care for limiting of wall and ground surface movements . The principal objective of this reearch is to study the effects of soil type and vertical support spacing on the behavior of diaphragm wall and surrounding soil using different stiffnesses of the wall

Issued also as CD

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