Non linear analysis for tied isolated footing resting on partially saturated Collapsidle soil / Ahmed Esmail Ahmed ; Supervised Hany Abdellatif lotfy
Material type:
TextLanguage: English Publication details: Cairo : Ahmed Esmail Ahmed , 2011Description: 121P. : charts , facsimiles ; 30cmOther title: - دراسة غير خطية لسلوك القواعد المنفصله المرتكزه على تربه انهياريه مشبعه جزئيا [Added title page title]
- Issued also as CD
| Item type | Current library | Home library | Call number | Copy number | Status | Barcode | |
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Thesis
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قاعة الرسائل الجامعية - الدور الاول | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2011.Ah.N (Browse shelf(Opens below)) | Not for loan | 01010110055265000 | ||
CD - Rom
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مخـــزن الرســائل الجـــامعية - البدروم | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2011.Ah.N (Browse shelf(Opens below)) | 55265.CD | Not for loan | 01020110055265000 |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
This study was performed to investigate the effect of different parameters on the behavior of isolated footing and strip footing connected with tie beams and resting on partially saturated collapsible soil and to evaluate the relative significance of these investigated parameters . Parametric study was performed by finite element program PLAXIS 3- D util izing the conventional Mohr - coublomb model for soil behavior
Issued also as CD
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