| 000 | 01710cam a2200349 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223030437.0 | ||
| 008 | 110727s2011 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.2011.Ra.T | ||
| 100 | 0 | _aRamy Sabry Habib Awad | |
| 245 | 1 | 0 |
_aThree dimensional finite element modelling of laterally loaded pile groups in sand / _cRamy Sabry Habib Awad ; Supervised Mohamed Abdallah Elkhouly , Mohamed Yehia Eissa , Amr Farouk Elhakim |
| 246 | 1 | 5 | _aالتمثيل ثلاثى الأبعاد لمجموعات الخوازيق المحملة جانبيا فى الرمل بإستخدام طريقة العوامل المحددة |
| 260 |
_aCairo : _bRamy Sabry Habib Awad , _c2011 |
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| 300 |
_a115 P. : _bcharts ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aMany structures often carry lateral due to earth pressure , wind , earthquakes , wave action and ship impacts . The allowable lateral load of deep foundations is of critical importance in the design of such structures . There is a lack of knowledge concerning pile group effects despite the significant effect of pile spacing | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aLateral loads | |
| 653 | 4 | _aPile groups | |
| 653 | 4 | _aSandy soil | |
| 700 | 0 |
_aAmr Farouk Elhakim , _eSupervisor |
|
| 700 | 0 |
_aMohamed Abdallah Elkhouly , _eSupervisor |
|
| 700 | 0 |
_aMohamed Yehia Eissa , _eSupervisor |
|
| 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 |
_c34807 _d34807 |
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