Freeze–Thaw Resistance and Drying Shrinkage of Recycled Aggregate Concrete Proportioned by the Modified Equivalent Mortar Volume Method

Author:

Yang Sungchul,Lee Hwalwoong

Funder

National Research Foundation of the 2017 Korea Grant

Publisher

Springer Science and Business Media LLC

Subject

Ocean Engineering,Civil and Structural Engineering

Reference35 articles.

1. Abbas, A., Fathifazl, G., Isgor, O., Razaqpur, A., Fournier, B., & Foo, S. (2008). Proposed method for determining the residual mortar content of recycled concrete aggregates. Journal of ASTM International, 5(1), 1–12.

2. Abbas, A., Fathifazl, G., Isgor, O., Razaqpur, A., Fournier, B., & Foo, S. (2009). Durability of recycled aggregate concrete designed with equivalent mortar volume method. Cement & Concrete Composites, 31, 555–563.

3. ASTM C192. (2012). Standard practice for making and curing concrete test specimens in the laboratory. West Conshohocken: American Society for Testing Materials.

4. Ballim, Y. (2000). The effect of shale in quartzite aggregate on the creep and shrinkage of concrete—A comparison with RILEM model B3. Materials and Structures, 33(4), 235–242.

5. Bentur, A., & Grinberg, T. (1982). Hydration and properties of pastes and mortars made with oil-burnt shale. American Ceramic Society Bulletin, 61(12), 1296–1300.

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