COMPRESSIVE STRENGTH AND WATER ABSORPTION OF CEMENT-LOCUST BEAN WASTE ASH BLEND FOR LATCRETE BLOCKS PRODUCTION
DOI:
https://doi.org/10.33736/jcest.4362.2023Keywords:
Compressive strength, water absorption, locust bean, latcrete, cementAbstract
This paper investigates the compressive strength and water absorption properties of cement-locust bean waste ash blend for latcrete block production. Locust bean waste was burned in the open air and later calcined at a temperature of 600°C for 3 hours to activate the amorphous content of the ash produced. The locust bean ash was used to replace cement at 5%, 10%, 15%, 20%, 25% and 30% by weight of cement in the production of 9” hollow latcrete blocks. A mix ratio of 1:6 was adopted in the block making. Various tests were carried out on the materials used for the block production to make sure it is up to the required standard. Compressive strength test and water absorption test were carried out on the latcrete blocks. The compressive strength result of the latcrete block with LBWA and the water absorption test conducted gave a promising enhancement after 28 days of curing. This research concludes that latcrete blocks with locust bean waste ash could be utilized in the construction industries for building purposes with better strength and durability properties.
References
Ali, H., Babatunde, R. I., Ibrahim, A., & B.O, A. (2019). Investigation of Locus Beans Waste Ash as Partial Replacement for Cement in Concrete Structures. International Journal of Advances in Scientific Research and Engineering, 5(4), 149–153. https://doi.org/10.31695/IJASRE.2019.33133
Aguwa, J. I. (2013). Study of coir reinforced laterite blocks for buildings. Journal of Civil Engineering and Construction Technology, 4(4), 110–115. https://doi.org/10.5897/JCECT2013.0253
Alhassan, M. (2008). Permeability of lateritic soil treated with lime and rice husk ash.
Kasthurba, A. K., Reddy, K. R., & Venkat, R. (2014). Use of Laterite as a sustainable building material in developing countries.
Sina, S. (2002). Production And Classification Of Locust Bean Pod Ash (LBPA) As A Pozzolan.
Osinubi, K. J., Oyelakin, M. A., & Eberemu, A. O. (2011). Improvement of black cotton soil with ordinary Portland cement-locust bean waste ash blend. Electronic Journal of Geotechnical Engineering, 16(1), 619–627.
ASTM C136/C136M-19. (2019). Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete. ASTM International: West Conshohocken, PA, USA.
Otoko, G. R., Isoteim, F.-M., & Oyebode, O. J. (2016). The suitability of lateritic soils for block making. IJMER, 6(9), 12–16.
Building, N. (2006). NBRRI interlocking blockmaking machine. NBRRI Newsletter, 1(1), 15–17.
Agbede, I. O., & Manasseh, J. (2008). Use of cement-sand admixture in laterite brick production for low cost housing. Leonardo electronic journal of practices and technologies, 12(1), 163–174.
Akpenpuun, T. D., Akinyemi, B., Olawale, O., Aladegboye, O. J., & Adesina, O. I. (2019). Physical, mechanical and microstructural characteristics of cement-locust bean pod ash mortar blend. Journal of Applied Sciences and Environmental Management, 23(3), 377. https://doi.org/10.4314/jasem.v23i3.1
Osinubi, K. J., Eberemu, A. O., & Akinmade, O. B. (2016). Evaluation of Strength Characteristics of Tropical Black Clay Treated with Locust Bean Waste Ash. Geotechnical and Geological Engineering, 34(2), 635–646. https://doi.org/10.1007/s10706-015-9972-7
Ndububa, E., & Uloko, J. (2018). Locust bean pod ash (LBPA) as a pozzolanic material in concrete.
P.P, D., J.M, K., O.O, A., & I.B, R. (2020). Compressive strength and water absorption of cement stabilized earth brick mixed with locust bean pod extract. International Journal of Advanced Geosciences, 8(2), 186. https://doi.org/10.14419/ijag.v8i2.31021
Akinyemi, B. A., Elijah, A., Oluwasegun, A., Akpenpuun, D. T., & Glory, O. (2020). The use of red earth, lateritic soils and quarry dust as an alternative building material in sandcrete block. Scientific African, 7, e00263. https://doi.org/10.1016/j.sciaf.2020.e00263
ASTM, A. (2020). C150/C150M-20 Standard Specification for Portland Cement. ASTM: West Conshohocken, PA, USA.
EN1008, B. S. (2002). Mixing water for concrete: Specification for sampling, testing and assessing the suitability of water, including water recovered from processes in the concrete industry, as mixing water for concrete. British Standard Institution, www. bsigroup. com.
ASTM C136/C136M-19. (2019). Standard Test Method for sieve Analysis of Fine and Coarse Aggregates. West Conshocken, PA: American Society for Testing Materials (ASTM) International.
E1621-13, A. (2013). Standard guide for elemental analysis by wavelength dispersive X-ray fluorescence spectrometry. ASTM International West Conshohocken.
EN, B. S. (2016). 196-3: 2016 Methods of testing cement. Determination of setting times and soundness.
ASTM, D. (2010). Standard test methods for specific gravity of soil solids by water pycnometer. D854.
Nigeria Industrial Standard. (2004). (NIS 87:2004)Standard for Sandcrete Blocks. Standards Organisations of Nigeria, Lagos, Nigeria.
AASHTO. (2011). Standard specifications for transportation materials and methods of sampling and testing.
Specifications, N. G. (1997). Roads and bridges. Federal Ministry of Works, Abuja, Nigeria, 2.
EN, B. S. (2012). 933-1: 2012. Tests for Geometrical Properties of Aggregates. Determination of Particle Size Distribution. Sieving Method. British Standard, 1–22.
Standard, B. (2002). Aggregates for concrete. BS EN, 12620.
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