Assessment of the influence of micro- and nano-silica on the behavior of self-compacting lightweight concrete using full factorial design-Reference-Cited by-同舟云学术

Assessment of the influence of micro- and nano-silica on the behavior of self-compacting lightweight concrete using full factorial design

Published:2018-10-06 Issue:1 Volume:20 Page:57-70
ISSN:1563-0854
Container-title:Asian Journal of Civil Engineering
language:en
Short-container-title:Asian J Civ Eng

Author:

Afzali-Naniz Oveys,Mazloom Moosa

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s42107-018-0088-2/fulltext.html

Reference54 articles.

1. Afzali-Naniz, O., & Mazloom, M. (2018). Effects of colloidal nano-silica on fresh and hardened properties of self-compacting lightweight concrete. Journal of Building Engineering, 20, 400–410.

2. Amin, M., & Abu El-Hassan, K. (2015). Effect of using different types of nano materials on mechanical properties of high strength concrete. Construction and Building Materials, 80, 116–124.

3. Ashenai Ghasemi, F., Daneshpayeh, S., & Ghasemi, I. (2017). Multi-response optimization of impact strength and elongation at break of nanocomposites based on polypropylene/polyethylene binary polymer matrix in the presence of titanium dioxide nanofiller. Journal of Elastomers and Plastics, 49(8), 633–649.

4. Ashtiani, M. S., Scott, A. N., & Dhakal, R. P. (2013). Mechanical and fresh properties of high-strength self-compacting concrete containing class C fly ash. Construction and Building Materials, 47, 1217–1224.

5. ASTM C 469. (2002). Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression. West Conshohocken: Annual Book of ASTM Standards.

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