Promoting Circular Economy By Partial Replacement Of Cement With SCMs : A Review On Wood Ash
Abstract: The European Commission adopted the first action plan for the transition to a circular economy in 2015. As a result, the concrete industry’s goal is for all concrete produced in Sweden to be climate neutral by 2045. Cement production is the third-largest carbon dioxide emitter in Sweden and accounts for 90% of concrete’s carbon dioxide emissions. Thus, to lower the climate footprint of concrete, it is necessary to find alternatives to cement. The potential of the use of wood ash in cement as a supplementary cementitious material (SCM) has been investigated in several studies. Due to Sweden's nature and wood industry, a comprehensive study has been done to investigate the possibility of using wood ash as an SCM in Sweden based on availability and efficiency. This work aims to investigate the obstacles and driving forces that concrete producers face when transitioning to a circular economy by partially replacing cement with new potential SCMs. The aim is also to investigate the availability of wood ash generated in Sweden and account for the potential to be used as an SCM. Qualitative semi-structured interviews with open-ended questions were conducted to determine the obstacles and drivers that concrete producers in Sweden face when converting to a circular economy by partially replacing cement with new potential SCMs. The amount of ash produced in Sweden was estimated based on the value of ash content and the potential annual supply of wood fuels in Sweden. In addition, a literature review was performed to investigate the properties of wood ash. The economic and environmental aspects, as well as the fact that the supply of fly ash and slag is likely to decrease in the future form the main driving forces for concrete producers. The obstacles raised by the correspondents were the availability of SCMs, technical barriers, logistics, and standards. The amount of the annual production of wood ash in Sweden is estimated to be between 851 450 and 1 232 950 tons. The chemical characteristics of wood ash did not meet the requirements according to European standard (EN450-1). However, the reviewed articles indicated a potential for wood ash to be used as a supplementary cementitious material due to the indication of some hydraulic and pozzolanic activities. The combination of fly ash and wood ash in concrete is considered viable due to promising results based on mechanical strength.
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