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Long-Term Performance Evaluation of Concrete Utilizing Oyster Shell in Lieu of Fine Aggregate
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 Title & Authors
Long-Term Performance Evaluation of Concrete Utilizing Oyster Shell in Lieu of Fine Aggregate
Yang, Eun-Ik; Yi, Seong-Tae; Kim, Hak-Mo; Shim, Jae-Seol;
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 Abstract
To evaluate the practical application of oyster shells(OS) as construction materials, an experimental study was performed. More specifically, the long-term mechanical properties and durability of concrete blended with oyster shells were investigated. Test results indicate that long-term strength of concrete blended with 10% oyster shells is almost identical to that of normal concrete. However, the long-term strength of concrete blended with 20% oyster shells is appreciably lower than that of normal concrete. Thereby, concrete with higher oyster shell blend has the possibility of negatively influencing the concrete long-term strength. Elastic modulus of concrete blended with crushed oyster shells decreases as the blending mixture rate increases. Namely, the modulus is reduced to approximately 10∼15% when oyster shells are blended up to 20% as the fine aggregate. The drying shrinkage strain increases with an increasing crushed oyster shells substitution rate. In addition, the existing model code of drying shrinkage and creep do not coincide with the test results of this study. An adequate prediction equation needs to be developed. The utilization of oyster shells as the fine aggregate in concrete has an insignificant effect on fleering and thawing resistance, carbonation and chemical attack of concrete. However, water permeability is considerably improved.
 Keywords
oyster shell;substitution rate;long-term mechanical properties;durability;
 Language
Korean
 Cited by
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