Z
Zainab S. Al-Khafaji
Researcher at Ministry of Oil
Publications - 49
Citations - 620
Zainab S. Al-Khafaji is an academic researcher from Ministry of Oil. The author has contributed to research in topics: Cement & Compressive strength. The author has an hindex of 9, co-authored 28 publications receiving 391 citations. Previous affiliations of Zainab S. Al-Khafaji include Al Turath University College & Islamic University.
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Investigation Corrosion and Wear Behavior of Nickel-Nano Silicon Carbide on Stainless Steel 316L
TL;DR: In this paper, an attempt to apply composite coating by co-deposition coating and assessing, enhancement the Nickel coatings features, by adding the particles of silicon-carbide to solution of electrodeposited.
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The Impact of Using Different Ratios of Latex Rubber on the Characteristics of Mortars Made with GGBS and Portland Cement
Zainab S. Al-Khafaji,Mayadah W. Falah,Ali A. Shubbar,Mohammed Salah Nasr,Shahad F. Al-Mamoori,Ahmed Alkhayyat,Ali Al-Rifaie,Abdulhadi Eissa,Rafal Latif Al-Mufti,Khalid S. Hashim +9 more
TL;DR: In this article, the authors used Ground Granulated Blast Furnace Slag (GGBS) as an alternate solution to get rid of them and profit from them concurrently, in this process, GGBS is used as cement substitute material to enhance mortar characteristics.
Journal Article
Finite Element Analysis Of CFRP Effects On Hollow Reactive Powder Concrete Column Failure Under Different Loading Eccentricity
TL;DR: In this paper, a numerical investigation of hollow core columns made using reactive powder concrete (RPC) confined with a circular carbon fibre reinforced polymer (CFRP) tube was presented. But the authors did not consider the performance of the columns.
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Experimental investigation on applying waste iron filings in the engineering fields for protection the environment from contamination
TL;DR: In this paper, four distinct percentages of filling iron were applied to the mixture of concrete in the present investigation to measure the variance that can be achieved after 28 days as per normal in compression and tensile concrete strengths.
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Impact of high volume GGBS replacement and steel bar length on flexural behaviour of reinforced concrete beams
Zainab S. Al-Khafaji,Ali Majdi,Ali A. Shubbar,Ali A. Shubbar,Mohammed Salah Nasr,Shahad F. Al-Mamoori,Abdullah Alkhulaifi,Rafal Latif Al-Mufti,Ali Al-Rifaie,Ahmed Alkhayyat,Khalid S. Hashim +10 more
TL;DR: In this article, the authors investigated the flexural behavior of concrete beams with ground granulated blast furnace slag (GGBS) and found that OPC with 40 percent GGBS with 500 mm steel bar length can be used in reinforced concrete specimens as it shows comparable results relative to control mixtures.