| 000 | 01601nam a2200361 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223025543.0 | ||
| 008 | 090317s2009 ua dh f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng. | |
| 049 | _aDeposite | ||
| 097 | _aPh.D. | ||
| 099 | _aCai01.13.05.Ph.D.2009.Ka.N | ||
| 100 | 0 | _aKadria Mohamed Fahmy | |
| 245 | 1 | 0 |
_aNumerical analysis of highway bridge approach settlement and proposed improvements for weak foundation soils / _cKadria Mohamed Fahmy ; Supervised Laila Salah Eldin Radwan , Mostafa A. Abukiefa , Hassan Tahsin Abdelwahab |
| 246 | 1 | 5 | _aتحليل عددي لهبوط الطرق عند مداخل الكباري ووسائل تحسين تربة التأسيس الضعيفة |
| 260 |
_aCairo : _bKadria Mohamed Fahmy , _c2009 |
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| 300 |
_a171P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aSettlement of highway pavement at bridge approach is considered a problem on many places in Egypt, especially in case of high embankment (more than 2m) on weak foundation soils | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aApproach slab | |
| 653 | 4 | _aBridge approach | |
| 653 | 4 | _aWeak foundation soil | |
| 700 | 0 |
_aHassan Tahsin Abdelwahab , _eSupervisor |
|
| 700 | 0 |
_aLaila Salah Eldin Radwan , _eSupervisor |
|
| 700 | 0 |
_aMostafa A. Abukiefa , _eSupervisor |
|
| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 902 | _a1 | ||
| 905 |
_aMustafa _eRevisor |
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| 905 |
_aSamia _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c15484 _d15484 |
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