| 000 | 01612cam a2200337 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223030503.0 | ||
| 008 | 111012s2011 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.Sh.B | ||
| 100 | 0 | _aShehab Sherif Wissa Agaiby | |
| 245 | 1 | 0 |
_aBehavior of calcareous sands of northern coast in Egypt under cyclic triaxial loading / _cShehab Sherif Wissa Agaiby ; Supervised Hussein H. Elmamlouk , Manal A. Salem |
| 246 | 1 | 5 | _aسلوك الرمل الجيري للساحل الشمالي بمصر تحت تأثير تحميل ترددي ثلاثي الإتجاهات |
| 260 |
_aCairo : _bShehab Sherif Wissa Agaiby , _c2011 |
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| 300 |
_a131 P. : _bcharts ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThe engineering behavior of calcareous sands is known to be different than that of siliceous sands. This difference is attributed primarily to the crushable nature of calcareous sands and is essentially soil-specific as there is inherent great variability in the properties and percentages of the carbonates forming these sands | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aCalcareous sand | |
| 653 | 4 | _aCyclic loading | |
| 653 | 4 | _aTriaxial | |
| 700 | 0 |
_aHussein Hamed Elmamlouk , _eSupervisor |
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| 700 | 0 |
_aManal Abdelsalam Salem , _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 |
_c35731 _d35731 |
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