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Aspects of the use of electric arc furance dust in concrete

Al-Mutlaq, Fahad Mohammed (2011)
Ph.D. thesis, University of Birmingham.

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Abstract

Electric arc furnace dust (EAFD) is a by-product of the electric steelmaking industry produced in large quantities around the world. In Saudi Arabia, a form of EAFD known as Bag House Dust (BHD) is being used in small amounts as concrete additive, because higher levels of addition caused excessive retardation of setting and hardening. The use of this material is recent, therefore little is known about its effects on durability. This research aims to examine effects of BHD additions on certain properties of cement pastes, mortars and concretes, particularly those believed to affect the susceptibility of embedded steel reinforcement to chloride-induced corrosion as this is a major cause of degradation of reinforced concrete structures in the Arabian Gulf region.

Studies of the effects of 2 % BHD addition on pore solution chemistry of hydrated-cement pastes with various levels of internal chloride contamination indicated that both free chloride concentration and hydroxyl ion concentration increased. Electrochemical monitoring of the corrosion behaviour of embedded steel in chloride-contaminated mortars showed that the rates of corrosion were reduced slightly in the presence of BHD.

Measurements of the coarse capillary porosities of hydrated-cement pastes revealed significantly lower results in 2-3 % BHD-specimens compared to plain cement pastes. Attempts to measure the consequent changes in apparent diffusion coefficients of chloride in related concrete specimens showed that the BHD additions caused no adverse effects on chloride penetration rates.

Electrochemical monitoring of the corrosion behaviour of steel bars embedded in mortars exposed to chloride ingress at 20 °C and 40 °C demonstrated that the threshold chloride level for the initiation of crevice corrosion was significantly increased by the presence of BHD. This was thought to be partly influenced by BHD in reducing bleeding which affects the integrity of the layer of hydration products formed around the steel surface.

Having found that 2-3.5 % BHD additions had no detrimental effects on the properties studied, the possibility of using chloride-free accelerators to increase levels of BHD addition without causing excessive retardation of cement hydration was investigated. Calcium nitrite and calcium formate were both found to be reasonably effective in increasing the rates of hardening of specimens with 8 % addition of BHD.

Type of Work:Ph.D. thesis.
Supervisor(s):Jefferson, Ian and Page, C L
School/Faculty:Colleges (2008 onwards) > College of Engineering & Physical Sciences
Department:School of Civil Engineering
Subjects:TA Engineering (General). Civil engineering (General)
Institution:University of Birmingham
ID Code:2996
This unpublished thesis/dissertation is copyright of the author and/or third parties. The intellectual property rights of the author or third parties in respect of this work are as defined by The Copyright Designs and Patents Act 1988 or as modified by any successor legislation. Any use made of information contained in this thesis/dissertation must be in accordance with that legislation and must be properly acknowledged. Further distribution or reproduction in any format is prohibited without the permission of the copyright holder.
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