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Numerical analysis of post-tensioned anchored diaphragm walls / Abdelwahab Tahsin Abdelwahab Mohsen ; Supervised Mohamed Yehia Eissa , Sherif Wissa Agaybi , Amr Farouk Elhakim

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Abdelwahab Tahsin Abdelwahab Mohsen , 2009Description: 146 P. : plans ; 30cmOther title:
  • التحليل العددى للحوائط اللوحية المدعمة باستخدام الشدادات الارضية [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The objective of this research is to identify and examine the effects of the main parameters which influence the behavior and design of anchored diaphragm walls for coarsegrained sand and fine-grained clay soils. A series of two dimensional 2D plane strain analyses were carried out with the finite element method FEM programr plaxis using two constitutive models
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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.2009.Ab.N (Browse shelf(Opens below)) Not for loan 01010110052018000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2009.Ab.N (Browse shelf(Opens below)) 52018.CD Not for loan 01020110052018000

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

The objective of this research is to identify and examine the effects of the main parameters which influence the behavior and design of anchored diaphragm walls for coarsegrained sand and fine-grained clay soils. A series of two dimensional 2D plane strain analyses were carried out with the finite element method FEM programr plaxis using two constitutive models

Issued also as CD

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