journal article·2011-06-20Open access

Effect of the Methylene Blue Value of Manufactured Sand on Performances of Concrete

Li Beixing, Zhou Mingkai, Wang Jiliang

Abstract

The methylene blue value (MBV) is an important index that reflects the quality of manufactured sand (MS). The relation between MBV of MS and its limestone fines content, clay content and clay characteristics was investigated and the effects of MBV ranging from 0.35 to 2.5 on the performance of MS concrete were tested. Results showed that MBV of MS is affected not by the limestone fines content, but by the clay content and the liquid limit index of clay. With an increase in MBV, the workability, flexural strength and 7d compressive strength of the MS concrete decreased, while the 28d compressive strength was not affected. Moreover, the increase of MBV promoted plastic shrinkage and drying shrinkage cracking of the concrete, and remarkably accelerated freeze-thaw damage and abrasion loss. It was concluded that the critical MBV was 1.4, a value below which MS concrete performances are not significantly diminished.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Innovative concrete reinforcement materials · Concrete and Cement Materials Research · Materials Engineering and Processing

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Key Laboratory for Silicate Materials Science and Engineering of Ministry of Education, Wuhan University of Technology, Wuhan , China.

References (18)

Show source-provided references
1. AASHTO Standards TP57 (2000). “Standard Test Method for Methylene Blue Value of Clays Mineral Fillers, and Fines.” Washington, D.C.: American Association of State Highway and Transportation Officials.
2. ASTM C 33 (2003). “Standard Specification for Concrete Aggregates.” Philadelphia, Pa: American Society for Testing and Materials.
3. BS EN 933-9 (2000). “Tests for Geometrical Properties of Aggregates- Part 9: Assessment of Fines-Methylene Blue Test.” London: British Standards Institution.
4. CCES 01 (2004). “Guide of Design and Construction to Durability of Concrete Structure.” Beijing: China Architecture Press. (in Chinese)
5. Celik, T. and Marar, K., (1996). “Effects of crushed stone fines on some properties of concrete.” Cement and Concrete Research, 26(7), 1121-1130.10.1016/0008-8846(96)00078-6 ↗
6. GB/T14684 (2002). “Standard of Sand for Building.” Beijing: China Standard Press. (in Chinese)
7. Hosking, J. R. and Pike, D. C., (1985). “The methylene blue adsorption test in relation to aggregate drying shrinkage.” Journal of Chemical Technology and Biotechnology, Chemical Technology, 35(4), 185-1994.10.1002/jctb.5040350406 ↗
8. Koehler E. P. and Fowler D. W., (2008). “Dust-of-fracture aggregate microfines in self-consolidating Concrete.” ACI Materials Journal, 105(2), 165-172.
9. LI, B. X., Zhou, M. K., Tian, J. P. and Hu X. M., (2006). “Effect of stone fines and fly ash on properties of C60 high performance concrete containing manufactured sand.” Journal of Building Materials, 9(4), 381-387. (in Chinese)
10. Norvell, J. K., Stewart, J. G., Juenger M. C. G. and Fowler D. W., (2007). “Influence of clays and clay-sized particles on concrete performance.” Journal of Materials in Civil Engineering, 19(12), 1053-1059.10.1061/(ASCE)0899-1561(2007)19:12(1053) ↗
11. Quiroga, P. N., Ahn, N. and Fowler, D. W., (2006). “Concrete mixtures with high microfines.” ACI Materials Journal, 103(4), 258-264.
12. Sakai, E., Atarashi, D. and Daimon, M., (2006). “Interaction between superplasticizers and clay minerals.&rdquo
13. In: Sui Tongbo, Shen Rongxi and Zhang Wensheng, Eds. Proceedings of the 6th International Symposium on Cement & Concrete, Xi' an 19-22 September 2006. Beijing: Foreign Language Press, 2, 1560-1567.
14. Seleem, H. E. H. and El-Hefnawy, A., (2003). “Evaluating the effects of gravel fine impurities on concrete performance.” J. Engineering and Applied Sciences, 50(6), 1073-1089.
15. Stewart, J. G., Norvell, J. K., Juenger, M. C. G. and Fowler, D. W., (2007). “Influence of microfine aggregate characteristics on concrete performance.” Journal of Materials in Civil Engineering, 19(11), 957-964.10.1061/(ASCE)0899-1561(2007)19:11(957) ↗
16. Wang, J. L., Zhou, M. K. and He, T. S., (2008). “Effects of stone fines on resistance to chloride ion permeation and resistance to freezing of manufactured sand concrete.” Journal of the Chinese Ceramic Society, 36(4), 482-486. (in Chinese)
17. Yool, A. I. G., Lees, T. P. and Fried, A., (1998). “Improvement to the methylene blue dye test for harmful clay in aggregate for concrete and mortar.” Cement and Concrete Research, 28(10), 1417-1428.10.1016/S0008-8846(98)00114-8 ↗
18. Zhao, S. C., Qiu, H. and Gong J. X., (2007). “Effect of silt content of coarse aggregate on mechanical properties and freezing durability.” Journal of Highway and Transportation, (1), 111-115. (in Chinese)