| 000 | 01819cam a2200337 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 005 | 20250223032318.0 | ||
| 008 | 190622s2019 ua dh 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.2019.Hu.N | ||
| 100 | 0 | _aHussein Salah Abbas Madbolly | |
| 245 | 1 | 0 |
_aNumerical analysis of soil nail /geosynthetic reinforced soil walls on hybrid retaining wall system / _cHussein Salah Abbas Madbolly ; Supervised Abdelsalam M. Salem , Rami M. Elsherbiny |
| 246 | 1 | 5 | _aالتحليل العددي لحوائط ساندة مركبة مكونة من حائط تربة مسلحة أعلي حائط تربة ممسمرة |
| 260 |
_aCairo : _bHussein Salah Abbas Madbolly , _c2019 |
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| 300 |
_a164 P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThis research examines the behaviour of soil nail/geosynthetic reinforced soil walls on hybrid retaining wall system with different soil and geometry parameters. A 2D finite element model was verified against a case history and in a parametric study to simulate the behavior of different wall configurations. The study addressed the effect of different soil nail parameters such as friction angle, nail length to height ratio, set back distance, and reinforcement stiffness. Empirical methods were evaluated | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aHybrid | |
| 653 | 4 | _aNail | |
| 653 | 4 | _aReinforced | |
| 700 | 0 |
_aAbdelsalam M. Salem , _eSupervisor |
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| 700 | 0 |
_aRami M. Elsherbiny , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aNazla _eRevisor |
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| 905 |
_aShimaa _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c72534 _d72534 |
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