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Application of limit analysis to the slope stability problem / Ahmed Mohameden Mahmoud ; Supervised Ashraf Kamal Hussein , Sherif Adel Akl

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Ahmed Mohameden Mahmoud , 2018Description: 81 P. : charts ; 30cmOther title:
  • تطبيق التحليل بطريقه التحليل المحدود فى مسأله إتزان الميول [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: This thesis aims to evaluating the stability of slopes using Limit analysis (LA) method and compare it to Finite Element Analysis (FEA) and conventional methods of analysis. Mohr-Coulombsoil model is used in the numerical modeling using assumed values of soil strength parameters to cover a wide range of different soil types. In this thesis, a series of numerical models are carried out using SLIDE software for Limit equilibrium (LE) analysis, slope stability charts based on LE methods for seepage analysis and Optum G2 with plane strain conditions for FEA and LA. Different cases of analysis are modeled regarding soil types, soil strength parameters and water head in the slope. The results are discussed and summarized regarding factor of safety
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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.2018.Ah.A (Browse shelf(Opens below)) Not for loan 01010110077804000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2018.Ah.A (Browse shelf(Opens below)) 77804.CD Not for loan 01020110077804000

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

This thesis aims to evaluating the stability of slopes using Limit analysis (LA) method and compare it to Finite Element Analysis (FEA) and conventional methods of analysis. Mohr-Coulombsoil model is used in the numerical modeling using assumed values of soil strength parameters to cover a wide range of different soil types. In this thesis, a series of numerical models are carried out using SLIDE software for Limit equilibrium (LE) analysis, slope stability charts based on LE methods for seepage analysis and Optum G2 with plane strain conditions for FEA and LA. Different cases of analysis are modeled regarding soil types, soil strength parameters and water head in the slope. The results are discussed and summarized regarding factor of safety

Issued also as CD

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