| 000 | 01586cam a2200325 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 008 | 100502s2010 ua d 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.2010.Yo.N | ||
| 100 | 0 | _aYoussef Gomaa Youssef Morsi | |
| 245 | 1 | 0 |
_aNumerical modeling of expansive soils using uncoupled approach / _cYoussef Gomaa Youssef Morsi ; Supervised Ahmed Amr Darrag , Tamer Yehia Elkady |
| 246 | 1 | 5 | _aالتمثيل العددى للتربة الانتقاشية باستخدام الطريقة غير المقترنة |
| 260 |
_aCairo : _bYoussef Gomaa Youssef Morsi , _c2010 |
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| 300 |
_a193P. : _bcharts ; _c30cm |
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| 502 | _aThesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aExpansive soils cause damages to structures due to swelling or shrinking as a response to change in soil moisture . Expansive soil is one of the most costly natural disasters in the world . This disseration presents an investigation of engineering behavior of expansive soils . Unsaturated soil mechanics theoretical approach is considered as a powerful tool for estimation of volume change of expansive soils | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aExpansive | |
| 653 | 4 | _aFinite element | |
| 653 | 4 | _aUncoupled | |
| 700 | 0 |
_aAhmed Amr Darrag , _eSupervisor |
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| 700 | 0 |
_aTamer Yehia Elkady , _eSupervisor |
|
| 902 | _a1 | ||
| 905 |
_aFatma _eCataloger |
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| 905 |
_aNazla _eRevisor |
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| 942 |
_2ddc _cTH |
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| 999 |
_c30164 _d30164 |
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