Durability of concrete using marble mining waste
Abstract
The aim of the study was to study behavior of concrete containing marble mining waste under aggressive environment. Waste from marble mining and processing industries was used in concrete as coarse aggregate in combination with conventional coarse aggregate. The particle packing density approach was followed to design the concrete mix and 75% conventional coarse aggregate was replaced by aggregate obtained by crushing waste from marble mining waste. The water-cement ratio was fixed 0.45 for all the mixes. Properties of concrete under aggressive environment such as chloride ion penetration, resistance to sulphates were evaluated. The test results revealed that, resistance to chloride ion penetration and sulphate attack increased as compared to control concrete. Overall the results supported by microstructure analysis indicate that there is no significant adverse effect on the use of marble waste as a coarse aggregate on the durability properties of concrete. The results of fire study reveal that, concrete with marble waste performs better than control concrete up to a temperature of 800 ºC.
References
Abdul Mageed, A., Hassan, K., Mohamed, A., & Ahmed, S. (2014). An experimental study on the availability of solid waste of mines and quarries as coarse aggregate in concrete mixes, Journal of Engineering Sciences, Assiut University, 42 (3), 876–890.
André, A., de Brito, J., Rosa, A., & Pedro, D. (2014). Durability performance of concrete incorporating coarse aggregates from marble industry waste. Journal of Cleaner Production, 65, 389-396.
ASTM (1956). Significance of tests and properties of concrete and concrete aggregates. ASTM special technical publication, N°169, Philadelphia, Pa.
ASTM C267-01(2006), Standard Test Methods for Chemical Resistance of Mortars, Grouts, and Monolithic Surfacings and Polymer Concretes, ASTM International, West Conshohocken, PA, 2006, www.astm.org.
Baroghel-Bouny, V., Belin, P., Maultzsch, M., & Henry, D. (2007-a). AgNO3 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. Materials and structures, 40(8), 759-781.
Baroghel-Bouny, V., Belin, P., Maultzsch, M., & Henry, D. (2007-b). AgNO3 spray tests: advantages, weaknesses, and various applications to quantify chloride ingress into concrete. Part 2: Non-steady-state migration tests and chloride diffusion coefficients. Materials and structures, 40(8), 783-799.
Binici, H., Kaplan, H., & Yilmaz, S. (2007). Influence of marble and limestone dusts as additives on some mechanical properties of concrete. Scientific Research and Essays, 2(9), 372-379.
Binici, H., Shah, T., Aksogan, O., & Kaplan, H. (2008). Durability of concrete made with granite and marble as recycle aggregates. Journal of materials processing technology, 208(1), 299-308.
BIS:1489 (1991), Specification for Portland pozzolana cement- (Part-1), Bureau of Indian Standards. New Delhi, India.
BIS:2386 (1963). Methods of Test for Aggregates for Concrete (Part-IV), Bureau of Indian Standards. New Delhi, India.
BIS:383 (1997). Specification for coarse and fine aggregates from natural sources for concrete. Bureau of Indian Standards. New Delhi, India.
BIS:516 (1959). Specification for Methods of Tests for Strength of Concrete, Bureau of Indian Standards, New Delhi, India.
BIS:9103 (1999). Specification for Concrete Admixture, Bureau of Indian Standards. New Delhi, India.
De Larrard, F. (2009). Concrete optimisation with regard to packing density and rheology. In 3rd RILEM International Symposium on Rheology of Cement Suspensions such as Fresh concrete, p 8.
DIN-1048 (1991). EN-Testing Concrete, Determination of Depth of Penetration of Water Under Pressure in Hardened Concrete, Berlin, Germany.
Hager, I. (2013). Behaviour of cement concrete at high temperature. Bulletin of the Polish Academy of Sciences: Technical Sciences, 61(1), 145-154.
Hebhoub, H., Aoun, H., Belachia, M., Houari, H., & Ghorbel, E. (2011). Use of waste marble aggregates in concrete. Construction and Building Materials, 25(3), 1167-1171.
Jain, N., Garg, M., & Minocha, A. K. (2015). Green Concrete from Sustainable Recycled Coarse Aggregates: Mechanical and Durability Properties. Journal of Waste Management, article ID: 281043, p8.
Kore, S. D., & Vyas, A. K. (2016-a). Impact of marble waste as coarse aggregate on properties of lean cement concrete. Case Studies in Construction Materials, 4, 85-92.
Kore, SD., & Vyas, AK. (2016-b). Packing Density Approach for Production of Cost Effective and Durable Concrete, in: Proceedings of the International Conference on Advances in Concrete Technology Materials and Construction, pp. 71–77.
Li, M., Qian, C., & Sun, W. (2004). Mechanical properties of high-strength concrete after fire. Cement and concrete research, 34(6), 1001-1005.
Marble (2013). Indian Minerals Yearbook, Part- III : Mineral Reviews. 52nd Edition final release, Government of India ministry of mines, Indian bureau of mines.
Martins, P., Brito, J. D., Rosa, A., & Pedro, D. (2014). Mechanical performance of concrete with incorporation of coarse waste from the marble industry. Materials Research, 17(5), 1093-1101.
Mehta, PK., & Monteiro PJM. (2001). Concrete, microstructure, properties and materials. Second edition, p239.
Mendes, A., Sanjayan, J. G., & Collins, F. (2011). Effects of slag and cooling method on the progressive deterioration of concrete after exposure to elevated temperatures as in a fire event. Materials and structures, 44(3), 709-718.
Minor Minerals (2014). Department of Mines & Geology, Udaipur Office wise Report, available at: www.dmg-raj.org/docs/STAT2014-15.xls.
MSME (2009). Status report on commercial utilization of marble slurry in Rajasthan. Development Institute, Govt. of India, Ministry of Micro, Small & Medium Enterprises, p36.
Neville, A. (2004). The confused world of sulfate attack on concrete. Cement and Concrete Research, 34(8), 1275-1296.
Quiroga, P. N., & Fowler, D. W. (2004). The effects of aggregates characteristics on the performance of Portland cement concrete (No. ICAR 104-1F,). International Center for Aggregates Research, University of Texas at Austin.
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work.