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| 003 | EG-GiCUC | ||
| 008 | 180420s2018 ua d f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2018.Ah.A | ||
| 100 | 0 | _aAhmed Mohameden Mahmoud | |
| 245 | 1 | 0 |
_aApplication of limit analysis to the slope stability problem / _cAhmed Mohameden Mahmoud ; Supervised Ashraf Kamal Hussein , Sherif Adel Akl |
| 246 | 1 | 5 | _aتطبيق التحليل بطريقه التحليل المحدود فى مسأله إتزان الميول |
| 260 |
_aCairo : _bAhmed Mohameden Mahmoud , _c2018 |
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_a81 P. : _bcharts ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThis 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 | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aModeling | |
| 653 | 4 | _aSeepage | |
| 653 | 4 | _aSlope Stability | |
| 700 | 0 |
_aAshraf Kamal Hussein , _eSupervisor |
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| 700 | 0 |
_aSherif Adel Akl , _eSupervisor |
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_aNazla _eRevisor |
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_aShimaa _eCataloger |
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_2ddc _cTH |
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_c71599 _d71599 |
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