Application of limit analysis to the slope stability problem / Ahmed Mohameden Mahmoud ; Supervised Ashraf Kamal Hussein , Sherif Adel Akl

By:

Ahmed Mohameden Mahmoud

Contributor(s):

Material type: Text

TextLanguage: English Publication details: Cairo : Ahmed Mohameden Mahmoud , 2018Description: 81 P. : charts ; 30cmOther title:

تطبيق التحليل بطريقه التحليل المحدود فى مسأله إتزان الميول [Added title page title]

Subject(s):

Available additional physical forms:

Issued also as CD

Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: This thesis aims to evaluating the stability of slopes using Limit analysis (LA) method and compare it to Finite Element Analysis (FEA) and conventional methods of analysis. Mohr-Coulombsoil model is used in the numerical modeling using assumed values of soil strength parameters to cover a wide range of different soil types. In this thesis, a series of numerical models are carried out using SLIDE software for Limit equilibrium (LE) analysis, slope stability charts based on LE methods for seepage analysis and Optum G2 with plane strain conditions for FEA and LA. Different cases of analysis are modeled regarding soil types, soil strength parameters and water head in the slope. The results are discussed and summarized regarding factor of safety

Tags from this library: No tags from this library for this title. Log in to add tags.

Average rating: 0.0 (0 votes)

Holdings
Item type	Current library	Home library	Call number	Copy number	Status	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2018.Ah.A (Browse shelf(Opens below))		Not for loan	01010110077804000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2018.Ah.A (Browse shelf(Opens below))	77804.CD	Not for loan	01020110077804000

Browsing المكتبة المركزبة الجديدة - جامعة القاهرة shelves Close shelf browser (Hides shelf browser)

Previous	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	Next
Previous	Cai01.13.05.M.Sc.2018.Ad.B Bending behavior of composite ferro-cement slabs in cold formed steel floors /	Cai01.13.05.M.Sc.2018.Ad.N Numerical investigation on compressive strength of columns with elliptic hollow cross-section /	Cai01.13.05.M.Sc.2018.Ad.N Numerical investigation on compressive strength of columns with elliptic hollow cross-section /	Cai01.13.05.M.Sc.2018.Ah.A Application of limit analysis to the slope stability problem /	Cai01.13.05.M.Sc.2018.Ah.A Application of limit analysis to the slope stability problem /	Cai01.13.05.M.Sc.2018.Ah.B Behavior of rc members subjected to shear with background to provisions of the new edition of ECP 203 /	Cai01.13.05.M.Sc.2018.Ah.B Behavior of rc members subjected to shear with background to provisions of the new edition of ECP 203 /	Next

Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

This thesis aims to evaluating the stability of slopes using Limit analysis (LA) method and compare it to Finite Element Analysis (FEA) and conventional methods of analysis. Mohr-Coulombsoil model is used in the numerical modeling using assumed values of soil strength parameters to cover a wide range of different soil types. In this thesis, a series of numerical models are carried out using SLIDE software for Limit equilibrium (LE) analysis, slope stability charts based on LE methods for seepage analysis and Optum G2 with plane strain conditions for FEA and LA. Different cases of analysis are modeled regarding soil types, soil strength parameters and water head in the slope. The results are discussed and summarized regarding factor of safety

Issued also as CD

There are no comments on this title.

to post a comment.