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| 003 | EG-GiCUC | ||
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| 008 | 210425s2021 ua dh f m 000 0 eng d | ||
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_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2021.Ad.N | ||
| 100 | 0 | _aAdham Gamal Diaaeldin Abdelrazek | |
| 245 | 1 | 0 |
_aNumerical analysis of stone columns in liquefiable soil / _cAdham Gamal Diaaeldin Abdelrazek ; Supervied Sherif Adel Akl |
| 246 | 1 | 5 | _aالتحليل العددى للأعمدة الحجرية فى التربة المُسيلة |
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_aCairo : _bAdham Gamal Diaaeldin Abdelrazek , _c2021 |
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| 300 |
_a142 P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThis research examines the behaviour of stone columns in liquefiable soils. Stone column in-situ stiffness and the improvement in the field{u2019}s liquefaction resistance are not directly related to results of plate load tests.Two series of parametric studies program compromise static and dynamic analyses conducted using a 2D finite element model to investigate this relation. The study addressed the effect of stone columns on liquefiable soils, also, it studied the stone columns behaviour in such soils and estimate the degree of soil improvement against liquefaction.The study performs a design curve that relates the interpreted column stiffness with the reduction in shear stresses | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aLiquefaction | |
| 653 | 4 | _aNumerical Modelling | |
| 653 | 4 | _aStone Column | |
| 700 | 0 |
_aSherif Adel Akl , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
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_aNazla _eRevisor |
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_aShimaa _eCataloger |
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_2ddc _cTH |
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_c80758 _d80758 |
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