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Technical and environmental effects of concrete production: dry batch versus central mixed plant
Authors:Bogdan Cazacliu  Anne Ventura
Institution:1. Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong;2. Gammon Construction Ltd, 28th Floor, Devon House, Taikoo Place, Quarry Bay, Hong Kong;1. Department of Management and Engineering, Division of Environmental Technology and Management, Linköping University, Linköping, Sweden;2. CEMEX Research Group AG, Switzerland;1. Department of Architecture and Built Environment, The Univ. of Nottingham Ningbo China, 199 Taikang East Rd., Ningbo 315100, China;2. Department of Food, Agricultural, and Biological Engineering, The Ohio State Univ., 590 Woody Hayes Dr., Columbus, OH 43210, USA;1. Sakarya University, Technology Faculty, Civil Engineering Department, 54187 Sakarya, Turkey;2. Sakarya University, Vocational School of Sakarya, Construction Department, 54187 Sakarya, Turkey;3. Sakarya University, Engineering Faculty, Civil Engineering Department, 54187 Sakarya, Turkey
Abstract:Current environmental and economical circumstances accelerate the developments of new concrete constituents. Whereas the process technology impacts the mix-design strategy, it seems obvious that manufacturing process is prone to evolutions. This article presents a method to compare environmental and economical consequences of different technological solutions on the basis of the influence on the cement consumption needed for a given concrete performance. Case study is the choice of dry batch or central mixed concrete production systems for a ready mixed concrete production. The theoretical difference in cement consumption is estimated by considering that the water content fluctuation is by far the dominant factor governing the truck to truck variation. The addition of a mixer is effectively found to contribute to cement reduction. Environmental comparison is performed using an EADT indicator (Environmental Amortization Duration Time) defined in the article, and testing various environmental data. The EADT for energy consumption, released CO2 and particles are found below 6 years, in the whole range of tested environmental data for an annual production of 40,000 m3 yr?1, with 2 m3 mixer for the central mixed concrete plant. The NOx and SO2 EADT results are found sensitive to the releases of the steel plant. The financial amortization duration time corresponding to the purchase of a mixer, is found less than 2 years. Although the chosen application case is simplified, these results encourage further research.
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