Physio-Chemical Characteristics and Acid-Sulphate Reactions of Moringa Oleifera Seed Powder Cement Paste and Concrete
Source: By:Elinwa Augustine Uchechukwu
DOI: https://doi.org/10.30564/jbms.v3i2.3735
Abstract: The evaluation of the effect of using moringa oleifera seed powder (MOSP) to partially replace cement by wt. % has been carried out. A mix parameter of 1: 1.7: 2.5, with designed strength of 20 kN-m2 , and a cement content of 420 kg-m3 , water-cementitious ratio of 0.5, to produce concrete specimens to which percentages of MOSP by wt. % of cement were added and cured for 90 days. Basic characteristics of the MOSP material were determined (Consistency and Setting times), and the concrete parameters workability, density, water absorption and compressive strength were also determined. The analysis of the experimental data collected on MOSP and MOSP-concrete confirmed that MOSP is substantially silicate (Quartz and Cristobalite). These have greatly to a large extent imparted on the quality of MOSP-concrete produced good quality concrete. The optimum replacement was at 0.2 % wt. % of cement. References:[1] Application of Super Absorbent Polymer (SAP) in Concrete Construction: State-of-the-Art Report. Prepared by Technical Committee, 225-SAP. Edited by V.Mechtcherine and H.W. Reinhardt, 2012. [2] R.M.I.R Susilorino, H. Hardjasaputra, S. Tudjono, Y. Kristianto, A. Patrama (2014). “Compressive strength of optimization of natural polymer modified mortar with moringa oleifera in various curing Medias.” ICETIA, 107-110. [3] Rr. M. I. R. Susilorini, H Hardjasaputra, S Tudjono, Y Kristianto, A Putrama (2014). “Compressive strength optimization of natural polymer modified mortar with moringa oleifera in various curing medias.” ICETIA, 43, 107-110. [4] BS EN 196-1: 2016 – Methods of Testing Cement. Determination of Strength. [5] BS EN 12620: 2013 – Aggregates for Concrete. [6] BS 812-2: 1995. Testing Aggregates - Methods for Determining Density. [7] NF P15-467-1985: Liants Hydrauliques – Méthode Pratique Instrumentale D’Analyse des Ciments par Spectrométrie de Fluorescence des Rayons X. [8] BS EN 196-3: Methods of Testing Cement. Determination of Setting Times and Soundness. [9] BS EN 12350-2: 2019: Testing Fresh Concrete. Slump Test. [10] BS 1881-122: Testing Concrete Part 122: Methods for Determination of Water Absorption. [11] BS EN 12390-7: 2019 – Testing Hardened Concrete. Density of Hardened Concrete. [12] BS EN 12390-3: Testing Hardened Concrete. Compressive Strength of Test Specimens. [13] F. Newkirk (1951). “Effect of SO3 on the alkali compounds of Portland cement clinker.” Journal of Research of the National Bureau of Standards, 47 (5), 349-356. [14] S Horkossa, G Escadeillas, T Rizk , R Lteifc (2016) “The effect of the source of cement SO3 on the expansion of mortar.” Case Studies in Construction Materials, 4, 62-72. [15] T.M. Borhan and R.S. Al-Rawi (2016). “Combined effect of MgO and SO3 contents in cement on compressive strength of concrete.” Al-Qadisiyah Journal For Engineering Sciences, 9 (4), 516-525. [16] S Horkossa, G Escadeillas, T Rizk, R Lteif (2011). “The effect of the source of cement SO3 on the expansion of mortars.” Case Studies in Construction Materials, 4, 62-72. [17] Xie L, Deng M, Tang J, and Liu K (2021). “Development of cementitious materials prepared with phosphorous bearing clinkers. Material, 14, 508, DOI:https://doi.org/10.3390/mal14030508 [18] L.R Drees, LP Wilding, NE Smeck, AL Senkayi (1989). “Silica in soils: Quartz and disordered silica polymorphs.” DOI:https://doi.org/10.2136/sssabokser1.2ed.c.19 [19] Hendrawati, Eti Rohaeti, Hefni Effendi, Latifah K Darusman (2015). “Characterization of physico-chemical properties of nano-sized moringa oleifera seed powder and its application as natural coagulant in water purification process.” Journal of Environment and Earth Scienc, 5, (21), 18-26. [20] Kumari, P., Sharma, P., Srivastava, S. & Srivastava, M.M. (2006). Bio sorption studies on shelled Moringa oleifera Lamarck seed powder: Removal and recovery of arsenic from aqueous system. Int. J.Miner. Precess. 132 (78): 131–139.