Behavior of self-compating concrete containing marble and granite wastes / Haitham Ali Ali Farahat ; Supervised Mohamed Mohsen Elattar , Dina Mahmoud Sadek

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Haitham Ali Ali Farahat

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Material type: Text

TextLanguage: English Publication details: Cairo : Haitham Ali Ali Farahat , 2014Description: 124 P. : charts , facsimiles ; 30cmOther title:

سلوك الخرسانه ذاتيه الدمك المحتويه علي مخلفات الرخام والجرانيت [Added title page title]

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Issued also as CD

Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering- Department of Civil Engineering Summary: Self-compacting concrete (SCC) represents one of the most significant advances in concrete technology. One of the most important differences between SCC and traditional concrete is the incorporation of mineral additions, which improve particle packing and decrease the permeability of concrete. Therefore, the durability of concrete is also increased. The aim of this thesis is to study the feasibility of using waste powders generated from marble and granite industries (i.e., marble powder, granite powder and mixed marble and granite powder) as mineral additives in SCC and their influence on the properties of concrete. To achieve this objective, the experimental program was divided into two phases. The first phase aims to determine the optimum percentage of marble and granite waste powder in SCC. The second phase includes the investigation of the physical, mechanical and durability properties of SCC mixes containing the optimum percentage of marble and granite waste powders

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Item type	Current library	Home library	Call number	Copy number	Status	Date due	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2014.Ha.B (Browse shelf(Opens below))		Not for loan		01010110066298000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2014.Ha.B (Browse shelf(Opens below))	66298.CD	Not for loan		01020110066298000

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Previous	Cai01.13.05.M.Sc.2014.El.E Evaluation of high rise concrete structures behavior under seismic loads using performance based method /	Cai01.13.05.M.Sc.2014.El.P Pre-stressed concrete frames analysis and design software development /	Cai01.13.05.M.Sc.2014.El.P Pre-stressed concrete frames analysis and design software development /	Cai01.13.05.M.Sc.2014.Ha.B Behavior of self-compating concrete containing marble and granite wastes /	Cai01.13.05.M.Sc.2014.Ha.B Behavior of self-compating concrete containing marble and granite wastes /	Cai01.13.05.M.Sc.2014.Ha.P Progressive collapse assessment of multistory flat slab reinforced concrete structures /	Cai01.13.05.M.Sc.2014.Ha.P Progressive collapse assessment of multistory flat slab reinforced concrete structures /	Next

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

Self-compacting concrete (SCC) represents one of the most significant advances in concrete technology. One of the most important differences between SCC and traditional concrete is the incorporation of mineral additions, which improve particle packing and decrease the permeability of concrete. Therefore, the durability of concrete is also increased. The aim of this thesis is to study the feasibility of using waste powders generated from marble and granite industries (i.e., marble powder, granite powder and mixed marble and granite powder) as mineral additives in SCC and their influence on the properties of concrete. To achieve this objective, the experimental program was divided into two phases. The first phase aims to determine the optimum percentage of marble and granite waste powder in SCC. The second phase includes the investigation of the physical, mechanical and durability properties of SCC mixes containing the optimum percentage of marble and granite waste powders

Issued also as CD

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