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3D finite element study of soil-nailed wall / Amr Moamen Mamon ; Supervised Hani A. Lotfi , Manal A. Salem

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Amr Moamen Mamon , 2019Description: 127 P. : charts , facsimiles ; 30cmOther title:
  • دراسة تحليلية ثلاثية الأبعاد للحوائط الممسمرة [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: In this study, a three-dimensional (3D) finite element (FE) model was developed to simulate the performance of an instrumented full scale soil-nailed wall reported by the French national research project CLOUTERRE. The 3D-FE model was used to conduct a parametric studyto investigate the effects of wall inclination, backslope inclination, nail inclination,facing stiffness, nail horizontal spacing, nail length,and soil properties on each of the wall global factor of safety, horizontal displacement of the wall, and the tensile forces developed in the nails.Finally, a series of design guideline charts were developed based on the results of the parametric analyses to help geotechnical engineers with the preliminary design for specific configurations of soil-nailed walls
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Item type Current library Home library Call number Copy number Status Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2019.Am.T (Browse shelf(Opens below)) Not for loan 01010110078464000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2019.Am.T (Browse shelf(Opens below)) 78464.CD Not for loan 01020110078464000

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

In this study, a three-dimensional (3D) finite element (FE) model was developed to simulate the performance of an instrumented full scale soil-nailed wall reported by the French national research project CLOUTERRE. The 3D-FE model was used to conduct a parametric studyto investigate the effects of wall inclination, backslope inclination, nail inclination,facing stiffness, nail horizontal spacing, nail length,and soil properties on each of the wall global factor of safety, horizontal displacement of the wall, and the tensile forces developed in the nails.Finally, a series of design guideline charts were developed based on the results of the parametric analyses to help geotechnical engineers with the preliminary design for specific configurations of soil-nailed walls

Issued also as CD

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