Numerical analysis of soil nail /geosynthetic reinforced soil walls on hybrid retaining wall system / Hussein Salah Abbas Madbolly ; Supervised Abdelsalam M. Salem , Rami M. Elsherbiny

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Hussein Salah Abbas Madbolly

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TextLanguage: English Publication details: Cairo : Hussein Salah Abbas Madbolly , 2019Description: 164 P. : charts , facsimiles ; 30cmOther title:

التحليل العددي لحوائط ساندة مركبة مكونة من حائط تربة مسلحة أعلي حائط تربة ممسمرة [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 soil nail/geosynthetic reinforced soil walls on hybrid retaining wall system with different soil and geometry parameters. A 2D finite element model was verified against a case history and in a parametric study to simulate the behavior of different wall configurations. The study addressed the effect of different soil nail parameters such as friction angle, nail length to height ratio, set back distance, and reinforcement stiffness. Empirical methods were evaluated

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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.2019.Hu.N (Browse shelf(Opens below))		Not for loan	01010110078465000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2019.Hu.N (Browse shelf(Opens below))	78465.CD	Not for loan	01020110078465000

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

This research examines the behaviour of soil nail/geosynthetic reinforced soil walls on hybrid retaining wall system with different soil and geometry parameters. A 2D finite element model was verified against a case history and in a parametric study to simulate the behavior of different wall configurations. The study addressed the effect of different soil nail parameters such as friction angle, nail length to height ratio, set back distance, and reinforcement stiffness. Empirical methods were evaluated

Issued also as CD

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