| 000 | 016200000a22003370004500 | ||
|---|---|---|---|
| 003 | EG-GICUC | ||
| 005 | 20250223025941.0 | ||
| 008 | 061209s2005 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.2005.Kh.E | ||
| 100 | 0 | _akhaled Darwish Said | |
| 245 | 1 | 0 |
_aEffect of Sand Cushions under Strip and Isolated Footings on the Behavior of Expansive Soils Using Laboratory Model Tests / _ckhaled Darwish Said ; Supervised Ahmed Amr Darrag , Mohamed Magdi Kurkur |
| 246 | 1 | 5 | _aتأثير الوسائد الرملية اسفل القواعد الشريطية والمنفصلة على تصرف التربة الانتفاشية باستخدام النماذج المعملية |
| 260 |
_aCairo : _bkhaled Darwish Said , _c2005 |
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| 300 |
_a132P : _bcharts ; _c30cm |
||
| 502 | _aThesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering | ||
| 520 | _aExpansive soil is considered a worldwide problem that causes extensive damage to civil engineering structures The problems with foundations on expansive soils have included heaving , cracking and break - up of pavements , building foundations | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aSand cushions | |
| 653 | 4 | _aSoils Using Laboratory | |
| 653 | 4 | _aStrip and isolated footings | |
| 700 | 0 |
_aAhmed Amr Darrag , _eSupervisor |
|
| 700 | 0 |
_aMohamed Magdi Kurkur , _eSupervisor |
|
| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aMustafa _eRevisor |
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| 905 |
_aSamia _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c24179 _d24179 |
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