Sustainable Utilization of Quartz Sandstone Mining Wastes: Chloride and Corrosion Resistance
Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 2
Abstract
There has been growing interest to reduce the use of conventional natural aggregates to promote sustainability in construction industry. In this study, quartz sandstones are substituted for natural igneous coarse aggregates in concrete and tested for chloride and corrosion resistance. The results indicate that the depth of chloride penetration increases with increasing quartz sandstone substitution, with similar depth of penetration to that of the control mixture observed up to approximately 20% replacement by volume. Results from corrosion potential measurements indicate no significant corrosion occurring in specimens made with either natural or coarse aggregates after 180 days of ponding.
Get full access to this article
View all available purchase options and get full access to this article.
References
Alonso, M. C., and M. Sanchez. 2009. “Analysis of the variability of chloride threshold values in literature.” Mater. Corros. 60 (8): 631–637. https://doi.org/10.1002/maco.200905296.
Angst, U., B. Elsener, C. K. Larsen, and Ø. Vennesland. 2009. “Critical chloride content in reinforced concrete: A review.” Cem. Concr. Res. 39 (12): 1122–1138. https://doi.org/10.1016/j.cemconres.2009.08.006.
ASTM. 2005. Standard test method for determining the effects of chemical admixtures on the corrosion of embedded steel reinforcement in concrete exposed to chloride environments. ASTM G109. West Conshohocken, PA: ASTM.
ASTM. 2009. Standard test method for corrosion potentials of uncoated reinforcing steel in concrete. ASTM C876. West Conshohocken, PA: ASTM.
ASTM. 2013. Standard specification for concrete aggregates. ASTM C33/C33M. West Conshohocken, PA: ASTM.
Baroghel-Bouny, V., P. Belin, M. Maultzsch, and D. Henry. 2007. “ spray tests: Advantages, weaknesses, and various applications to quantify chloride ingress into concrete. Part 1: Non-steady-state diffusion tests and exposure to natural conditions.” Mater. Struct. 40 (8): 759–781. https://doi.org/10.1617/s11527-007-9233-1.
Bertolini, L., B. Elsener, P. Pedeferri, E. Redaelli, and R. B. Polder. 2013. Corrosion of steel in concrete: Prevention, diagnosis, repair. 2nd ed. New York: Wiley.
Brenna, A., S. Beretta, F. Bolzoni, M. Pedeferri, and M. Ormellese. 2017. “Effects of AC- interference on chloride-induced corrosion of reinforced concrete.” Constr. Build. Mater. 137 (Apr): 76–84. https://doi.org/10.1016/j.conbuildmat.2017.01.087.
Bureau of Indian Standards. 1970. Indian standard specification for coarse and fine aggregates from natural sources for concrete. IS 383. New Delhi, India: Bureau of Indian Standards.
Bureau of Indian Standards. 1989. 43 grade ordinary portland cement specification. IS 8112. New Delhi, India: Bureau of Indian Standards.
Glass, G. K., and N. R. Buenfeld. 1997. “Chloride threshold level for corrosion of steel in concrete.” Corros. Sci. 39 (5): 1001–1013. https://doi.org/10.1016/S0010-938X(97)00009-7.
Glass, G. K., and N. R. Buenfeld. 2000. “The inhibitive effects of electrochemical treatment applied to steel in concrete.” Corros. Sci. 42 (6): 923–927. https://doi.org/10.1016/S0010-938X(99)00121-3.
Güneyisi, E., M. Gesoğlu, T. Özturan, and E. Özbay. 2009. “Estimation of chloride permeability of concretes by empirical modeling: Considering effects of cement type, curing condition and age.” Constr. Build. Mater. 23 (1): 469–481. https://doi.org/10.1016/j.conbuildmat.2007.10.022.
Güneyisi, E., T. Özturan, and M. Gesoğlu. 2007. “Effect of initial curing on chloride ingress and corrosion resistance of characteristics of concrete made with plain and blended cements.” Build. Environ. 42 (7): 2676–2685. https://doi.org/10.1016/j.buildenv.2006.07.008.
Kumar, S., R. C. Gupta, and S. Shrivastava. 2016. “Strength, abrasion and permeability studies on cement concrete containing quartz sandstone coarse aggregates.” Constr. Build. Mater. 125 (Oct): 884–891. https://doi.org/10.1016/j.conbuildmat.2016.08.106.
Otsuki, N., S. Nagataki, and K. Nakashita. 1992. “Evaluation of solution spray method for chloride penetration into hardened cementitious matrix materials.” ACI Mater. J. 89 (6): 587–592.
Palankar, N., A. R. Shankar, and B. M. Mithun. 2015. “Studies on eco-friendly concrete incorporating industrial waste as aggregates.” Int. J. Sustainable Built. Environ. 4 (2): 378–390. https://doi.org/10.1016/j.ijsbe.2015.05.002.
Information & Authors
Information
Published In
Copyright
©2018 American Society of Civil Engineers.
History
Received: Oct 22, 2017
Accepted: Aug 13, 2018
Published online: Dec 8, 2018
Published in print: Feb 1, 2019
Discussion open until: May 8, 2019
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.