The Mechanical Properties and Thermal Conductivity of Concrete Block from Agricultural Wastes
Main Article Content
Abstract
The research article presents the mechanical properties and thermal conductivity of concrete blocks from agricultural wastes. The standard mix ratio of cement: stone: sand: water was 3 : 12 : 8 : 1.3 wt%. The percentage of sugarcane and corn leaves replacing cement was 4, 6, 8, 10 wt%. Mechanical properties and thermal conductivity in terms of compressive strength, water absorption, density thermal conductivity and ultrasonic pulse velocity were studied. The results showed that when replacing cement with sugarcane leaves 4% by cement weight, thermal conductivity, density and compressive strength decreased, while water absorption increased. Replacing cement with sugarcane leaves yielded better mechanical properties and thermal conductivity than replacing with corn leaves. Ultrasonic pulse velocity is used to test the compressive strength and density, which are two important indices to characterize mechanical properties of concrete blocks. Concrete blocks of sugarcane and corn leaves can reduce heat entering a building by up to 53.29% and 54.93%, respectively. Concrete blocks from agricultural wasted can be developed into thermal insulators and they are environmentally friendly materials, as well.
Article Details
The articles published are the opinion of the author only. The author is responsible for any legal consequences. That may arise from that article.
References
[2] S. Inthata and C. Khankham, “Use of rice straw to produce the insulation cement board,” Pawarun Agriculture Journal, vol. 12, no. 1, pp. 24–34, 2015.
[3] Office of Agricultural Economics, (2016, May), Potential of biomass in Thailand. MCOT. Bangkok, Thailand [Online]. Available: http://www.mcot.net/cfcustom/cache_page/164331.html.
[4] Land Development Department, (2018. October). Proper Cultivation in Thailand. ministry of agriculture and cooperatives. Bangkok, Thailand [Online] Available: http://www.ldd.go.th/NewsIndex/Zoning_Plant/index.htm.
[5] Royal Forest Department, Forest Research and Management Institute. Bangkok: Ministry of Natural Resources and Environment, 2007, pp. 21.
[6] Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens), ASTM C109/C109M-13, 2018.
[7] J. Tangpagasit, R. Cheerarot, C. Jaturapitakkul, and K. Kiattikomol, “Packing effect and pozzolanic reaction of fly ash in mortar,” Cement and Concrete Research, vol. 35, no. 6, pp. 1145–1151, 2005.
[8] G. A. Habeeb and M. M. Fayyadh, “Rice husk ash concrete: the effect of RHA average particle size on mechanical properties and drying shrinkage” Australian Journal of Basic and Applied Sciences, vol. 3, no.3, pp. 1616–1622, 2009.
[9] J. Khedari, B. Suttisonk, N. Pratinthong, and J. Hirunlabh, “New lightweight composite construction materials with low thermal conductivity,” Cement and Concrete Composites, vol. 23, no. 1, pp. 65–70, 2001.
[10] C. Asasutjarit, J. Hirunlabh, J. Khedari, S. Charoenvai, B. Zeghmati, and U. C. Shin, “Development of coconut coir-based lightweight cement board,” Construction and Building Materials, vol. 21, no. 2, pp. 277–288, 2007.
[11] C. Asasutjarit, S. Charoenvai, J. Hirunlabh, and J. Khedari, “Material and mechanical properties of pretreated coir-based green composites,” Composites Part B: Engineering, vol. 40, no. 7, pp. 633–637, 2009.