| 000 | 01853cam a2200337 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223032236.0 | ||
| 008 | 190403s2018 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.Sa.D | ||
| 100 | 0 | _aSalem Ali Salem Azzam | |
| 245 | 1 | 0 |
_aDevelopment of eps geofoam to reduce lateral pressure behind retaining walls / _cSalem Ali Salem Azzam ; Supervised Abdelsalam M. Salem , Sherif S. Abdelsalam |
| 246 | 1 | 5 | _aاستخدام الجيوفوم المعالـج لتقـليل الضغوط الجانبيه علي الحوائط السانده |
| 260 |
_aCairo : _bSalem Ali Salem Azzam , _c2018 |
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| 300 |
_a58 P. : _bcharts ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aExpanded polystyrene (EPS) Geofoam has long been used as a geotechnical highly compressible and lightweight alternative material. As a lightweight material, it reduces the loads imposed on retaining walls and underlying soils, and solve engineering challenges. A pilot study intended to characterize the properties and interface behavior of the EPS Geofoam was planned, including developing a finite element model to simulate the behavior of rigid retaining walls with Geofoam inclusion. From the main outcomes, it was also found that the lateral earth pressure can significantly be reduced by 50% | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aGeofoam | |
| 653 | 4 | _aGeosynthetics | |
| 653 | 4 | _aLateral Pressure | |
| 700 | 0 |
_aAbdelsalam M. Salem , _eSupervisor |
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| 700 | 0 |
_aSherif S. Abdelsalam , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aAsmaa _eCataloger |
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| 905 |
_aNazla _eRevisor |
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| 942 |
_2ddc _cTH |
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| 999 |
_c71195 _d71195 |
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