Download Eco-efficient concrete by edited by F. Pacheco-Torgal ... [et al.]. PDF

By edited by F. Pacheco-Torgal ... [et al.].

ISBN-10: 0857094246

ISBN-13: 9780857094247

Environmental effect of Portland cement creation --
Lower binder depth eco-efficient concretes --
Life cycle overview (LCA) points of concrete --
Natural pozzolans in eco-efficient concrete --
Artificial pozzolans in eco-efficient concrete --
Tests to guage pozzolanic task in eco-efficient concrete --
Properties of concrete with high-volume pozzolans --
Influence of supplementary cementitious fabrics (SCMs) on concrete longevity --
Performance of self-compacting concrete (SCC) with high-volume supplementary cementitious fabrics (SCMs) --
High-volume floor granulated blast furnace slag (GGBFS) concrete --
Recycled glass concrete --
Municipal reliable waste incinerator (MSWI) concrete --
Concrete with polymeric wastes --
Concrete with development and demolition wastes (CDW) --
An eco-efficient method of concrete carbonation --
Concrete with polymers --
Alkali-activated dependent concrete --
Sulfoaluminate cement --
Reactive magnesia cement --
Nanotechnology for eco-efficient concrete --
Biotechconcrete : an leading edge method for concrete with better longevity.

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Additional resources for Eco-efficient concrete

Sample text

With dry kilns with preheater and pre-calciner, an additional combustion chamber is installed between the preheater and the kiln. This pre-calciner chamber consumes about 60% of the fuel used in the kiln, and 80–90% of the calcinations take place here. This reduces energy consumption by 8–11%. Low-temperature waste heat from the combustion chamber can also be recovered for other purposes. Finally, a number of shaft kilns can be found in China and India. In India their share is 10%, while in China it is over 80% of the capacities.

Additionally, the potential use of slag in clinker-free alkali activated cements was explored (Pacheco-Torgal et al. 2008). A new dilemma into this equation is the allocation of CO2 to BFS. This will be a complex issue with several possible options, all giving very different CO2 intensity values for the slag (Birat 2011; Chen et al. 2010). The solution will probably result from negotiation between the two industrial sectors. g. heat of hydration or durability) or in places that have localized surpluses due to logistic restrictions.

2011. A critical review on energy use and savings in the cement industries. Renewable and Sustainable Energy Reviews, 15, 2042–2060. Maki I. 2006. Formation and microscopic textures of Portland cement clinker minerals, part 1. Cement Wapno Beton, 2, 65–85. D. 2011. Costs and © Woodhead Publishing Limited, 2013 24 Eco-efficient concrete carbon emissions for geopolymer pastes in comparison to ordinary Portland cement. Journal of Cleaner Production, 19, 1080–1090. , Lefrais Y. 2007. Phosphorus effect on physical and mechanical properties: Relation between clinker micro structure and hydration, 12th International Congress on the Chemistry of Cement, Montreal, 2007 8 T1-04-1.

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Eco-efficient concrete by edited by F. Pacheco-Torgal ... [et al.].


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