| 000 | 02008cam a2200337 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 005 | 20250223031639.0 | ||
| 008 | 170115s2016 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.2016.Mo.A | ||
| 100 | 0 | _aMoataz Hesham Ali Soliman | |
| 245 | 1 | 0 |
_aArching action around existing tunnels subjected to surface loads / _cMoataz Hesham Ali Soliman ; Supervised Mohamed Ibrahim Amer , Sherif Adel Akl |
| 246 | 1 | 5 | _aأفعال التقوس حول الأنفاق القائمة المعرضة لأحمال سطحية |
| 260 |
_aCairo : _bMoataz Hesham Ali Soliman , _c2016 |
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| 300 |
_a122 P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThe main goal of this research is to study the effect of stress redistributions around tunnels. The thesis emphasizes on analyzing the increase in the lining straining actions due to surface loads directly above it. The study is carried out using two-dimensional finite element analyses with plane strain conditions. The finite element program PLAXIS V8.2 is used in the simulations as well as CANDE 2007. Different factors affecting the arching action are considered: method of installation, soil-lining relative stiffness and cover to width/diameter ratio. Moreover, the effect of using different elastoplastic constitutive models on predicting the arching action is considered using two models: Mohr-Coulomb and Drucker-Prager | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aArching,, tunnels, , internal forces | |
| 653 | 4 | _aStress redistributions | |
| 653 | 4 | _aSurface loads | |
| 700 | 0 |
_aMohamed Ibrahim Amer , _eSupervisor |
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| 700 | 0 |
_aSherif Adel Akl , _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 |
_c59438 _d59438 |
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