| 000 | 01809cam a2200337 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223030758.0 | ||
| 008 | 130228s2012 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.2012.Al.T | ||
| 100 | 0 | _aAli Mohammed Fawzi Helwa | |
| 245 | 1 | 0 |
_aThree dimensional analysis of excavations supported by cantilever diaphragm walls in cohesionless soil / _cAli Mohammed Fawzi Helwa ; Supervised Mostafa Elsayed Mosaad , Manal Abdelsalam Salem |
| 246 | 1 | 5 | _aتحليل ثلاثى الابعاد للحوائط الغشائية الكابولية فى التربة الرملية |
| 260 |
_aCairo : _bAli Mohammed Fawzi Helwa , _c2012 |
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| 300 |
_a116 , (11) P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThis study compares between two and three dimensional modeling of deep excavations supported by cantilver diaphragm wells in cohesionless soil . The study considered mainly the effects of excavation geometry , wall lateral bending stiffness and soil density on estimated deflections and bending moments . Practical issues such as the effect of installation of capping beam and monolithic construction of diaphragm wall corners on three - dimensional behavior of walls were studied | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aCantilever walls | |
| 653 | 4 | _aDiaphragm wells | |
| 653 | 4 | _aThree dimensional analysis | |
| 700 | 0 |
_aManal Abdelsalam Salem , _eSupervisor |
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| 700 | 0 |
_aMostafa Elsayed Mosaad , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aFatma _eCataloger |
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| 905 |
_aNazla _eRevisor |
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| 942 |
_2ddc _cTH |
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| 999 |
_c41764 _d41764 |
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