According to the report of the WMO, more than half of world population would not have enough drinking water by 2025. In order to save drinking water, the usage of seawater in concrete industry seems imperative. In the present study, the possibilities of seawater as a material of concrete were discussed based on the literature-based and experimental investigations. As the results of literature-based study, more than half of papers collected in this study had positive opinion about concrete mixed with seawater by adding the mineral admixture such as blast furnace slag (BFS). Also some results of long term exposure tests indicated the high possibility of utilization of seawater as a material of concrete. Moreover the experimental data obtained in this study indicated that the addition of BFS might contribute significantly to the corrosion resistance of steel bar due to low oxygen environment around steel bar as well as chloride immobilization. INTRODUCTIONSThe rapid growth of world population, in addition to the climate change may have serious impacts on resources around the world. Fresh water for example will be a scarcity and it might be very difficult to obtain it at some regions in the world. According to the report of World Meteorological Organization (WMO), more than half of the world population would not be able to get enough drinking water by 2025.Here, in concrete industry, several billion tons of fresh water is annually used, as mixing, curing and cleaning water, around the world. From the view point of saving fresh water, the authors believe that the possibilities of using seawater as mixing water in concrete should be investigated seriously. Additionally, if the use of seawater as a concrete material is permitted, it will be very convenient and economical in the construction, especially in the coastal works. However, in most of the reinforced concrete standards, the use of seawater is not permitted due to the risk of early corrosion of reinforcement, induced by Cl in seawater compounds.Third International Conference on Sustainable Construction Materials and Technologies http://www.claisse.info/Proceedings.htm LITERATURE-BASED INVESTIGATIONSOutline of literature survey. First of all, the published papers related to concrete mixed with seawater were analysed. These papers were collected by the data base of Japan Science and Technology Agency (JST), and published from 1974 to 2011. During this literature survey, a total of 68 papers (English: 32 papers, Japanese: 36papers) have been analysed. The distribution of annual publication on this topic is shown in Figure 1. Throughout this figure, it can be understood that the investigation of concrete mixed with seawater has been conducted so far, more than 40 years, with almost constant number of publications per year.
According to the report of the United Nations, it is said that two-third of world population would be influenced by water shortage before 2050. To use fresh water effectively, the usage of seawater in concrete industry seems imperative. However, the usage of seawater as concrete material is prohibited in almost all the standards or specifications around the world. In this article, the usage of seawater as a material of concrete based on the results of experimental works and deterioration prediction was discussed. Especially, the effects of by-products such as blast furnace slag or fly ash on the durability of concrete mixed with seawater were evaluated. In the experimental works, the measurements of the material diffusivity/permeability such as chloride ion diffusivity, carbonation rate, and oxygen permeability in concrete/mortar were conducted. Also, the time-dependent changes of corrosion rate of steel bar embedded in mortar were periodically measured. At the same time, immobilization ability of cement matrix and corrosion threshold chloride ion content of steel bar were evaluated. Based on the above data, the initiation and propagation periods were predicted, and the durability of concrete mixed with seawater and the effectiveness of adding by-products were discussed. Based on the results of the present article, it was said that the period before the generation of cracks due to steel corrosion in concrete mixed with seawater was almost same with that with fresh water under severe chloride attack environment. Also, it could be concluded that the addition of blast furnace slag powder or fly ash might contribute significantly to the corrosion resistance of steel bar as well as low penetrability of materials.
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