Evaluation of Lightweight Concrete Using Expanded Polystyrene Aggregate with Montmorillonite Calcined Powder

International Journal of Civil Engineering
© 2024 by SSRG - IJCE Journal
Volume 11 Issue 6
Year of Publication : 2024
Authors : R.P. Surjith Singh Raja, J. Saravanan
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How to Cite?

R.P. Surjith Singh Raja, J. Saravanan, "Evaluation of Lightweight Concrete Using Expanded Polystyrene Aggregate with Montmorillonite Calcined Powder," SSRG International Journal of Civil Engineering, vol. 11,  no. 6, pp. 50-59, 2024. Crossref, https://doi.org/10.14445/23488352/IJCE-V11I6P107

Abstract:

Expanded Polystyrene (EPS) is a lightweight, non-biodegradable waste that causes environmental pollution and can be utilized in concrete. In addition to consuming a lot of energy and raw materials, the production of cement releases roughly 7% of the CO2 gas that causes global warming. Montmorillonite calcined powder is an eco-friendly pozzolanic material. In this study, natural coarse aggregate is replaced by expanded polystyrene in the proportions of 0% to 25% with a 5% gradual increment, and ordinary portland cement is replaced by montmorillonite calcined powder in the proportions of 2% 4% with arriving design mix of M60 grade. Additionally, to increase the concrete’s strength, steel fibres are added to the concrete in a 1% ratio. It is observed that the 10% replacement of EPS with 4% of MMT gives the optimum value in compressive, split tensile and flexural strength.

Keywords:

Expanded Polystyrene (EPS), Lightweight aggregates, M60 grade, Montmorillonite Calcined Powder (MMT), Steel fibres.

References:

[1] Firas Jawad Kadhim et al., “A Study of Characteristics of Man-Made Lightweight Aggregate and Lightweight Concrete Made from Expanded Polystyrene (EPS) and Cement Mortar,” Open Engineering, vol. 13, no. 1, 2023.
[CrossRef] [Google Scholar] [Publisher Link]
[2] Mazizah Ezdiani Mohamad et al., “Compressive Strength of Concrete Containing Expanded Polystyrene Styrofoam (EPS) Concrete and Partial Cement Replacement of Fly Ash and Silica Fume,” Journal of Mechanical Engineering, vol. 11, no. 1, pp. 301-317, 2022.
[Google Scholar] [Publisher Link]
[3] P. Ram Kumar, B.K. Anjan, and V. Arjun, “Assessment of Lightweight Concrete Using Expanded Polystyrene Beads,” International Journal of Innovative Technology and Exploring Engineering, vol. 8, no. 8, pp. 3234-3237, 2019.
[Google Scholar] [Publisher Link]
[4] Parveen Berwal et al., “Characteristic of EPS bread in Lightweight Concrete,” European Chemical Bulletin, Section A-Research Paper, vol. 12, no. 4, pp. 15010-15026, 2023.
[CrossRef] [Publisher Link]
[5] V. Rajesh Kumar et al., “Experimental Study on Light Weight Concrete Using Polystyrene,” International Journal of Innovative Research in Science, Engineering and Technology, vol. 7, no. 8, 2018.
[Publisher Link]
[6] Tek Raj Gyawali, “Assessment of Different Properties of Lightweight Concrete Using Expanded Polystyrene Beads Extracted from Thermocol Wastage,” Himalayan Journal of Applied Science and Engineering, vol. 3, no. 2, pp. 29-40, 2022.
[CrossRef] [Google Scholar] [Publisher Link]
[7] B.K. Anjan et al, “Analysis of Polyester Fiber-Reinforced Lightweight Concrete Using Expanded Polystyrene (EPS) Beads,” International Journal of Engineering Research & Technology, vol. 8, no. 6, 2019.
[Google Scholar] [Publisher Link]
[8] Daniela González Betancur, Edgar Andrés Restrepo García, and Harveth Gil, “Characterization and Evaluation of Lightweight Fly Ash Concrete Modified with EPS,” International Journal of Civil Engineering and Technology, vol. 10, no. 8, pp. 288-304, 2019.
[Google Scholar] [Publisher Link]
[9] C.H.R. Carvalho, and L.A.C. Motta, “Study about Concrete with Recycled Expanded Polystyrene,” IBRACON Structures and Materials Journal, vol. 12, no. 6, pp. 1390-1407, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[10] Galina Erikovna Okolnikova et al., “Strength of Lightweight Structural Concrete Acting under Imposed Load,” The Open Civil Engineering Journal, vol. 16, 2022. [CrossRef] [Publisher Link]
[11] Aqil M.K Almusaw, “Evaluation of Thermal and Mechanical Properties of Cement Mortar Containing Expanded Polystyrene Waste,” Journal of Civil & Environmental Engineering, vol. 11, no. 12, 2021.
[Publisher Link]
[12] B.S. Akshay Shetty, and Neethu Urs, “Experimental Investigation of Concrete for Replacement of Coarse Aggregates by Polystyrene,” International Journal of Advances in Engineering and Management, vol. 2, no. 7, pp. 47-51, 2020.
[CrossRef] [Publisher Link]
[13] Punkesh Kumar et al., “Experimental Study on Partial Replacement of Coarse Aggregate by EPS (expanded polystyrene) Beads in Concrete Blocks,” International Research Journal of Modernization in Engineering Technology and Science, vol. 4, no. 1, 2022.
[Publisher Link]
[14] Rafaa Mahmood Abbas, and Rawah Khalid Rakaa, “Structural Performance of Lightweight Fiber Reinforced Polystyrene Aggregate Self-Compacted Concrete Beams,” Engineering, Technology & Applied Science Research, vol. 13, no. 5, pp. 11865-11870, 2023.
[CrossRef] [Google Scholar] [Publisher Link]
[15] Gamachu Wakoya et al., “Effect and Suitability of Calcined Montmorillonite Clay Powder and Waste Khat Husk Ash in the Strength and Durability of C-25 Concrete and its Benefits Cost Analysis,” Journal of Sustainable Construction Materials and Project Management, vol. 1, 2021.
[Google Scholar] [Publisher Link]
[16] Maochieh Chi, and Ran Huang, “Effect of Montmorillonite as Additive on the Properties of Cement-Based Composites,” Science and Engineering of Composite Materials, vol. 19, no. 1, pp. 45-54, 2012.
[CrossRef] [Google Scholar] [Publisher Link]
[17] Eiji Matsuo, “Properties of Lightweight Concrete Using Expanded Polystyrene as Aggregate,” International Journal of Environmental and Rural Development, vol. 10, no. 2, pp. 8-13, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[18] Waiching Tang, Hongzhi Cui, and Soheil Tahmasbi, “Fracture Properties of Polystyrene Aggregate Concrete after Exposure to High Temperatures,” Materials, vol. 9, no. 8, pp. 1-13, 2016.
[CrossRef] [Google Scholar] [Publisher Link]
[19] Guyo Konso Danbala, Emer Quezon, and Getachew Kebede, “Calcined Termite Hill Clay Powder: As Partial Cement Replacement in Production of C-25 Grade Concrete,” American Journal of Civil Engineering and Architecture, vol. 7, no. 3, pp. 128-134, 2019.  
[CrossRef] [Google Scholar] [Publisher Link]
[20] Rashid Rehan, and Moncef Nehdi, “Carbon Dioxide Emissions and Climate Change: Policy Implications for the Cement Industry,” Environmental Science & Policy, vol. 8, no. 2, pp. 105-114, 2005.
[CrossRef] [Google Scholar] [Publisher Link]
[21] Changling He, Emil Makovicky, and Bjarne Osbaeck, “Thermal Treatment and Pozzolanic Activity of Na- and Ca-montmorillonite,” Applied Clay Science, vol. 10, no. 5, pp. 351-368, 1996.
[CrossRef] [Google Scholar] [Publisher Link]
[22] Radhakrishnan Vandhiyan, Babu B. Ranjith, and M. Nagarajan, “A Study on Mechanical Properties of Concrete by Replacing Aggregate with Expanded Polystyrene Beads,” Global Journal of Engineering Science and Researches, vol. 3, no. 11, pp. 7-11, 2016.  
[CrossRef] [Google Scholar] [Publisher Link]
[23] Bing Chen, and Juanyu Liu, “Properties of Lightweight Expanded Polystyrene Concrete Reinforced with Steel Fiber,” Cement and Concrete Research, vol. 34, no. 7, pp. 1259-1263, 2004.
[CrossRef] [Google Scholar] [Publisher Link]
[24] James H. Haido et al., “Dynamic Response of Reinforced Concrete Members Incorporating Steel Fibers with Different Aspect Ratios,” Advances in Concrete Construction, vol. 11, no. 2, pp. 89-98, 2021.
[CrossRef] [Google Scholar] [Publisher Link]