| 000 | 01820cam a2200337 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223031704.0 | ||
| 008 | 170318s2016 ua o 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.2016.Mu.D | ||
| 100 | 0 | _aMuhammad Yahya Zakaria Muhammad | |
| 245 | 1 | 0 |
_aDeep strutted wall with soil improvement using discrete piles / _cMuhammad Yahya Zakaria Muhammad ; Supervised Mohamed Abdallah Elkhouly , Mohamed Yehia Eissa |
| 246 | 1 | 5 | _aاتزان حوائط الحفر العميق عن طريق تحسين التربة باستخدام الخوازيق المنفصلة |
| 260 |
_aCairo : _bMuhammad Yahya Zakaria Muhammad , _c2016 |
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| 300 |
_a120 P. : _bphotographs ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aDiscrete piles can be used to increase the passive resistance in front of deep strutted walls. These piles can be installed using different improvement techniques such as deep soil mixing methods or using conventional pile drilling methods. In this research, Three dimensional finite element analyses is used to evaluate the effect of using discrete soil-crete piles on the behavior of deep strutted diaphragm wall. The parametric study includes different aspects of the discrete soil-crete piles including properties and arrangements | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aDiscrete piles | |
| 653 | 4 | _aImprovement | |
| 653 | 4 | _aStrutted wall | |
| 700 | 0 |
_aMohamed Abdallah Elkhouly , _eSupervisor |
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| 700 | 0 |
_aMohamed Yehia Eissa , _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 |
_c60307 _d60307 |
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