Filler effect of pozzolanic materials on the strength and microstructure development of mortar

Author:

Khan M. N. N.,Jamil M.,Karim M. R.,Zain M. F. M.,Kaish A. B. M. A.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference35 articles.

1. Agarwal, S. K. and Deepali, G. (2006). “Utilization of industrial wastes and unprocessed micro-fillers for making cost effective mortars.” Construction and Building Materials, Vol. 20, No. 10, pp. 999–1004, DOI: 10.1016/j.conbuildmat.2005.06.009.

2. Antiohos, S. K., Tapali, J. G., Zervaki, M., Coutinho, J. S., Tsimas, S., and Papadakis V. G. (2013). “Low embodied energy cement containing untreated RHA: A strength development and durability study.” Construction and Building Materials, Vol. 49, pp. 455–463, DOI: 10.1016/j.conbuildmat.2013.08.046.

3. ASTM C 150 (1994). Standard specification for portland cement, ASTM, Philadelphia, USA.

4. ASTM C109 (2009). “Standard test methods for compressive strength of hydraulic cement using 50 mm cube specimens.” Annual book of ASTM Standard, Vol. 4, No. 1, pp. 78–85, DOI: 10.1520/C0109_ C0109M-02.

5. BS EN196-1 (2005). Methods of testing cement, Part 1: Determination of strength, pp. 1–33.

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