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Numerical analysis of embedded retaining walls supported by discontinuous unimproved and improved berms / Muhammad Mounir Muhammad Elsherbiny ; Supervised Hussein H. Elmamlouk , Rami M. Elsherbiny

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Muhammad Mounir Muhammad Elsherbiny , 2016Description: 187 P. : facsimiles , photographs ; 30cmOther title:
  • التحليل العددى للحوائط الساندة المدفونة المدعمة بمسطاح ترابي غير مستمر فى حالتى التربة الغير محسنة و المحسنة [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 walls embedded in thick clay deposits with passive discontinuous berm support during excavation. A 3D finite element model was verified against a case history and in a parametric study to simulate the behaviour of different wall configurations. The study addressed the effect of discontinuity ratio of berm, crest width and height of berm, stiffness and strength parameters of soil on the wall performance. Empirical methods were evaluated. The effect of using overlapped jet grout columns as an improvement technique for the berm was studied
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Item type Current library Home library Call number Copy number Status Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.Mu.N (Browse shelf(Opens below)) Not for loan 01010110071625000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.Mu.N (Browse shelf(Opens below)) 71625.CD Not for loan 01020110071625000

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

This research examines the behaviour of walls embedded in thick clay deposits with passive discontinuous berm support during excavation. A 3D finite element model was verified against a case history and in a parametric study to simulate the behaviour of different wall configurations. The study addressed the effect of discontinuity ratio of berm, crest width and height of berm, stiffness and strength parameters of soil on the wall performance. Empirical methods were evaluated. The effect of using overlapped jet grout columns as an improvement technique for the berm was studied

Issued also as CD

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