A topology measurement method examining hydraulic abrasion of high workability concrete

Author:

Choi Sokhwan,Bolander John E.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference25 articles.

1. ACI Committee 210 (2003). Erosion of concrete in hydraulic structures (ACI 210R-03), ACI Manual of Concrete Practice, Part 1, American Concrete Institute, Farmington Hills, Mich.

2. Cooper, C. F., Liotta, F. J., and Shawl, E. T. (2005). “Optimization of polycarboxylates for use in self-consolidating concrete.” Proceedings of the Second North American Conference on the Design and Use of Self-Consolidating Concrete (SCC) and the Fourth International RILEM Symposium on Self-Compacting Concrete (Shah, S. P. (eds.), A Hanley Wood Publication, pp. 25–32.

3. Felekoglu, B., Turkel, S., and Altuntas, Y. (2007). “Effects of steel fiber reinforcement on surface wear resistance of self-compacting repair mortars.” Cement and Concrete Composites, Vol. 29, No. 5, pp. 391–396.

4. Hu, X. G., Momber, A. W., and Yin, Y. G. (2003). “Hydro-abrasive erosion of steel-fibre reinforced hydraulic concrete.” WEAR, Vol. 253, Nos. 7–8, pp. 848–854.

5. Imai, M., Ohhashi, T., Koide, Y., and Shimobayashi, S. (1987). “Characteristics of concrete containing blast-furnace slag.” Proceeding for the Symposium on the Application of Blast-furnace Slag Concrete, Japan Society of Civil Engineers.

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