Three dimensional analysis of slopes stabilized with piles / Ahmed Mahmoud Abdelaziz ; Supervised Ashraf Kamal Hussein , Dahlia Hisham Hafez
Material type:
- التحليل ثلاثى الأبعاد للميول المثبتة بواسطة الخوازيق [Added title page title]
- Issued also as CD
Item type | Current library | Home library | Call number | Copy number | Status | Barcode | |
---|---|---|---|---|---|---|---|
![]() |
قاعة الرسائل الجامعية - الدور الاول | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2013.Ah.T (Browse shelf(Opens below)) | Not for loan | 01010110062518000 | ||
![]() |
مخـــزن الرســائل الجـــامعية - البدروم | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2013.Ah.T (Browse shelf(Opens below)) | 62518.CD | Not for loan | 01020110062518000 |
Browsing المكتبة المركزبة الجديدة - جامعة القاهرة shelves Close shelf browser (Hides shelf browser)
No cover image available | No cover image available | No cover image available | No cover image available | No cover image available | No cover image available | No cover image available | ||
Cai01.13.05.M.Sc.2013.Ah.S Shear behavior of reinforced concrete wide beams / | Cai01.13.05.M.Sc.2013.Ah.S Shear behavior of reinforced concrete wide beams / | Cai01.13.05.M.Sc.2013.Ah.T Three dimensional analysis of slopes stabilized with piles / | Cai01.13.05.M.Sc.2013.Ah.T Three dimensional analysis of slopes stabilized with piles / | Cai01.13.05.M.Sc.2013.Al.C Causes of variation orders in construction projects in Gaza strip / | Cai01.13.05.M.Sc.2013.Al.C Causes of variation orders in construction projects in Gaza strip / | Cai01.13.05.M.Sc.2013.Al.M Morphological Changes in The Vicinity of Rosetta Promontory, Nile Delta / |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
In this research, a numerical study was performed to investigate the efficiency of stabilizing slopes with piles. The methodology of the study comprises three stages. The first stage is the verification of the numerical model, the second stage is a comprehensive parametric study and the third stage is the validation of the results. The finite element program plaxis was used in the analysis
Issued also as CD
There are no comments on this title.