| 000 | 01853cam a2200337 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223031959.0 | ||
| 008 | 180424s2017 ua h 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.2017.Mo.N | ||
| 100 | 0 | _aMohammad Ahmad Abdallah Hagrass | |
| 245 | 1 | 0 |
_aNumerical evaluation of sheetpile walls anchored with geosynthetic tie-backs based on a monitored full scale case study / _cMohammad Ahmad Abdallah Hagrass ; Supervised Mostafa Abukiefa , Rami Elsherbiny |
| 246 | 1 | 5 | _aالتحليل العددى لحوائط ستائر معدنية مثبتة بمرابط خلفية من المنسوجات الصناعية معتمداً على نتائج رصد حالة واقعية |
| 260 |
_aCairo : _bMohammad Ahmad Abdallah Hagrass , _c2017 |
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| 300 |
_a138 P. : _bfacsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThe use of embedded retaining walls utilizing geosynthetic tie-backs is a new approach for side support systems which provide significant cost savings compared to traditional tie-back and anchored systems. A case study of an embedded sheetpile wall utilizing geosynthetic tie-backs from a real project in Egypt is presented and discussed to highlight the applicability, design considerations, and construction procedures of such system | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aFinite element analyses | |
| 653 | 4 | _aGeogrid reinforcement | |
| 653 | 4 | _aGeogrid tied back sheetpile | |
| 700 | 0 |
_aMostafa Abukiefa , _eSupervisor |
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| 700 | 0 |
_aRami Elsherbiny , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aNazla _eRevisor |
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| 905 |
_aSamia _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c65967 _d65967 |
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