| 000 | 01975cam a2200337 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223031716.0 | ||
| 008 | 170411s2016 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.2016.Lu.B | ||
| 100 | 0 | _aLubna Ezzat Mousa Abdelkhalek | |
| 245 | 1 | 0 |
_aBoundary element applied to rafts on elastic half space with probabilistic properties / _cLubna Ezzat Mousa Abdelkhalek ; Supervised Youssef Fawzy Rashed , Sameh Samir Fahmy Mehanny |
| 246 | 1 | 5 | _aتطبيق العناصر الحدودية للبشات المرتكزه على نصف الفراغ المرن المحمل للتربة ذات خصائص متغيرة إحتماليا |
| 260 |
_aCairo : _bLubna Ezzat Mousa Abdelkhalek , _c2016 |
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| 300 |
_a133 P. : _bfacsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThe boundary element method and the monte Carlo simulation are coupled to study the effect of randomly changing the values of some important soil parameters.The studied raft is assumed to be a thick plate on elastic half space model and is analyzed by using Steinbrenner method. The EHS model is laying on one layer of loose sand soil. PLPAK is coupled with MATLAB by using a group of codes to produce easily the results of 5000 loops of runs. The results were analyzed using probability principles and typical statistical measures at critical internal points in X and Y directions for simple and practical rafts | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aBoundary element method | |
| 653 | 4 | _aElastic half space | |
| 653 | 4 | _aRafts | |
| 700 | 0 |
_aSameh Samir Fahmy Mehanny , _eSupervisor |
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| 700 | 0 |
_aYoussef Fawzy Rashed , _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 |
_c60652 _d60652 |
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