Density and Strength Performance of Cellular Concrete Blended with Bentonite Clay and Polypropylene Fiber

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Cellular concrete (known as foamed concrete) is a lightweight building material with low densities ranging from 900 kg/m3 to 1900 kg/m3, which can have potential applications in civil engineering practices. However, it is very weak in withstanding tensile loads which leads to cracks during shrinkage in the drying stage. Therefore, six different groups of cellular concrete are prepared for a possible application in grouting underneath the foundations to achieve a minimum compressive strength of 2000 psi (13.79 MPa) as per ASTM C476, and for soil nail grout with a minimum compressive strength of 3000 psi (20.86 MPa) as per ASTM C109 at 28 days. Furthermore, these mixtures are undergoing laboratory testing for pushout (using steel cylinders with varied diamters and thickneses) and pullout tests as the subsequent part of this project. All groups contain 0.34 water-to-cement ratio, same size and amounts of sands and superplasticizer (SP). The first group included four control mixes without bentonite and polypropylene fiber (PPF) additives with varied foam content (C1-F1,F2,F3,F4). The remaining groups consist of 17 different mixes blended with either one or both additives. The content effect of foam agent, bentonite clay, and PPF as additives on the density and compressive and flexural strengths of cellular concrete are investigated in this study. The results revealed that the introduction of bentonite and/or PPF in cellular concrete mixtures increased the density and strength. The results revealed that low dry densities (less than 1900 kg/m3) of blended cellular concrete mixtures can reach high compressive strength of 24.37 MPa with 4.74 MPa flexural strength that make them feasible for geotechnical and structural engineering applications.

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219-230

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April 2023

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© 2023 Trans Tech Publications Ltd. All Rights Reserved

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[1] Cox, L., and Van Dijk, S. (2002). Foam concrete: A different kind of mix. Concrete, 36(2), 54–55.

Google Scholar

[2] Jones, M.R., and McCarthy, A. (2005a). Foamed concrete–development and applications. Concrete, 39(8), 41–43.

Google Scholar

[3] Sach, J., and Sefert, H. (1999). Foamed concrete technology: possibilities for thermal insulation at high temperatures. CFI, 76.

Google Scholar

[4] Alamayreh, M. I., Alahmer, A., Younes, M. B., and Bazlamit, S. M. (2022). Pre-Cooling Concrete System in Massive Concrete Production: Energy Analysis and Refrigerant Replacement. Energies, 15(3), p.1129.

DOI: 10.3390/en15031129

Google Scholar

[5] Panesar, D. K. (2013). Cellular concrete properties and the effect of synthetic and protein foaming agents. Construction and building materials, 44, 575-584. doi: 10.1016/j.conbuildmat. 2013.03.024.

DOI: 10.1016/j.conbuildmat.2013.03.024

Google Scholar

[6] Jones, M. R., and McCarthy, A. (2006). Heat of hydration in foamed concrete: Effect of mix constituents and plastic density. Cement and concrete research, 36(6), 1032-1041.

DOI: 10.1016/j.cemconres.2006.01.011

Google Scholar

[7] Font A., M. V. Borrachero, L. Soriano, J. Monzo, A. M. Mellado Romero and J. PAYÁ, Green Chem., 2018.

DOI: 10.1039/C8GC02066C

Google Scholar

[8] Zhang, S., Cao, K., Wang, C., Wang, X., Deng, G., & Wei, P. (2020). Influence of the porosity and pore size on the compressive and splitting strengths of cellular concrete with millimetre-size pores. Construction and Building Materials, 235, 117508. doi:10.1016/j.conbuildmat.2019. 117508.

DOI: 10.1016/j.conbuildmat.2019.117508

Google Scholar

[9] Onprom, P., Chaimoon, K., & Cheerarot, R. (2015). Influence of Bottom Ash Replacements as Fine Aggregate on the Property of Cellular Concrete with Various Foam Contents. Advances in Materials Science and Engineering, 2015, 1–11.

DOI: 10.1155/2015/381704

Google Scholar

[10] Barteneva, E. A., Ylesin, M. A., Mashin, N. A., & Dubrov, D. V. (2018). Improvement of Heat-Insulating Properties of Foam Concrete by Means of Mineral Additives. Key Engineering Materials, 771, 31–36.

DOI: 10.4028/www.scientific.net/kem.771.31

Google Scholar

[11] Liu, X., Ni, C., Meng, K., Zhang, L., Liu, D., & Sun, L. (2020). Strengthening mechanism of lightweight cellular concrete filled with fly ash. Construction and Building Materials, 251, 118954.

DOI: 10.1016/j.conbuildmat.2020.118954

Google Scholar

[12] Gökçe, H. S., Hatungimana, D., and Ramyar, K. (2019). Effect of fly ash and silica fume on hardened properties of foam concrete. Construction and building materials, 194, 1-11.

DOI: 10.1016/j.conbuildmat.2018.11.036

Google Scholar

[13] Bing, C., Zhen, W., & Ning, L. (2012). Experimental Research on Properties of High-Strength Foamed Concrete. Journal of Materials in Civil Engineering, 24(1), 113–118.

DOI: 10.1061/(asce)mt.1943-5533.0000353

Google Scholar

[14] Al Menhosh, A., Wang, Y., & Wang, Y. (2016). The Mechanical Properties of the Concrete Using Metakaolin Additive and Polymer Admixture. Journal of Engineering, 2016, 1–6.

DOI: 10.1155/2016/1670615

Google Scholar

[15] Allouzi, R., Al Qatawna, A., Al-Kasasbeh ,T. (2020). Lightweight Foamed Concrete Mixture for Structural Use. ACI Materials Journal, 117(3).

Google Scholar

[16] Md Azree, O. M., Sara, S. (2012). Effect of polypropylene fiber content on flexural strength of lightweight foamed concrete at ambient and elevated temperatures. Advances in Applied Science Research, 2 3 (5):2837-2846

Google Scholar

[17] Xie, Yue; Li, Jun; Lu, Zhongyuan; Jiang, Jun; Niu, Yunhui (2018). Effects of bentonite slurry on air-void structure and properties of foamed concrete. Construction and Building Materials, 179(), 207–219.

DOI: 10.1016/j.conbuildmat.2018.05.226

Google Scholar

[18] Bani Baker, M., Abendeh, R., Obaidat, T., (2018). "Employing Natural Bentonite Clay as Partial Replacement of Mineral Filler in Asphalt Mixtures". ASCE-J. Mater. Civ. Eng., 2018, 30(8): 04018167 P (1-8). DOI: 10.1061/ (ASCE)MT.1943-5533.0002375.

DOI: 10.1061/(asce)mt.1943-5533.0002375

Google Scholar

[19] Abendeh, R., Alhorani, R., Bani Baker, M., Asaad, S., Ahmad, H. (2022). Influence of Jordanian bentonite as artial replacement of cement and fine aggregate on the workability, mechanical properties and impermeability of concrete. International Review of Civil Engineering Vol. 13, No. 3.

DOI: 10.15866/irece.v13i3.21371

Google Scholar

[20] ACI-523, (1993). Guide for Cellular Concretes Above 50 pcf, and for Aggregate Concretes Above 50 pcf with Compressive Strengths Less Than 2500 psi.

DOI: 10.14359/11115

Google Scholar

[21] Abendeh, R.M., Bani Baker ,M.I. (2021). Using Steel Slag Aggregate to Strengthen Self-Compacting Concrete Durability. Structures and Buildings; ICE Publishing: London, UK, p.1–15.

DOI: 10.1680/jstbu.20.00067

Google Scholar