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Bearing capacity of shallow foundations above reinforced soil and mse walls / Omar Mohamed Sherif Bahaa Eldin ; Supervised Mohamed I. Amer , Sherif A. Akl

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Omar Mohamed Sherif Bahaa Eldin , 2017Description: 121 P. : charts , facsimiles ; 30cmOther title:
  • قدرة تحمل التربة المسلحة و حوائط التربة المسلحة للأساسات الضحلة [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Mechanically stabilized earth walls is an efficient solution to overcome the problem the society faces due to the overpopulation. Constructing a building above a MSE Walls is very risky for designers, since damage of the soil reinforcement is predictable in this case. In this research, Two dimensional Finite Element analysis model of a MSE Wall was constructed using different constitutive models for simulating the backfill. A comparison between the numerically predicted model and full-scale test was conducted is presented to assess the adequacy of the numerical model adopted.The parametric study included changing properties of the contents of the MSE Walls and studying its effect on the overall stability. The results indicated that bearing resistance of a strip footing above a MSE Wall recommended by FHWA is higher than minimum bearing capacity concluded from the analysis
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Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2017.Om.B (Browse shelf(Opens below)) Not for loan 01010110075145000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2017.Om.B (Browse shelf(Opens below)) 75145.CD Not for loan 01020110075145000

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

Mechanically stabilized earth walls is an efficient solution to overcome the problem the society faces due to the overpopulation. Constructing a building above a MSE Walls is very risky for designers, since damage of the soil reinforcement is predictable in this case. In this research, Two dimensional Finite Element analysis model of a MSE Wall was constructed using different constitutive models for simulating the backfill. A comparison between the numerically predicted model and full-scale test was conducted is presented to assess the adequacy of the numerical model adopted.The parametric study included changing properties of the contents of the MSE Walls and studying its effect on the overall stability. The results indicated that bearing resistance of a strip footing above a MSE Wall recommended by FHWA is higher than minimum bearing capacity concluded from the analysis

Issued also as CD

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