| 000 | 01978cam a2200349 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 005 | 20250223031503.0 | ||
| 008 | 160505s2015 ua dh 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.2015.Na.E | ||
| 100 | 0 | _aNajia Assem Mohamed Mahfouz | |
| 245 | 1 | 0 |
_aEffet of micropiles in controlling the impact of pipeline deterortion on adjacent buildings / _cNajia Assem Mohamed Mahfouz ; Supervised Adel Yehia Akl , Manar Maher Hussein , Kamal Ghamery Metwally |
| 246 | 1 | 5 | _a تأثير الخوازيق الإبرية فى التحكم فى هبوط المنشآت الناتج عن انهيار مواسير الصرف الصحى |
| 260 |
_aCairo : _bNajia Assem Mohamed Mahfouz , _c2015 |
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| 300 |
_a74 P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aSewer pipelines deterioration had a high impact on the settlement of surrounding structures in urban areas. In this research, the effect of using micropiles in controlling the settlement of structures affected by sewer pipelines deterioration was studied. A three-dimensional finite elements model was implemented, utilizing the "ANSYS 11" software. Different parameters were investigated: the effect of the length of micropile, the distance of micropile from the footing of building, the diameter of micropile , the inclination angle from the vertical axis , and finally types of Footing | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aBuilding | |
| 653 | 4 | _aPipelines | |
| 653 | 4 | _aSoil | |
| 700 | 0 |
_aAdel Yehia Akl , _eSupervisor |
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| 700 | 0 |
_aKamal Ghamery Metwally , _eSupervisor |
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| 700 | 0 |
_aManar Maher Hussein , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aNazla _eRevisor |
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| 905 |
_aSoheir _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c56284 _d56284 |
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