International Journal of Engineering and Modern Technology (IJEMT )
E-ISSN 2504-8848
P-ISSN 2695-2149
VOL. 8 NO. 3 2022
DOI: https://doi.org/10.56201/ijemt.v8.no3.2022.pg64.78
Saleh M. Abdullahi, Sanni J. Enewo, Adamu Abdullahi, Ahmed T. Ashiru, Ahmed Isa Makun and Ohagoro O. Cynthia
Plantain peels are considered to be used in various ways especially as admixtures which propagates better concrete qualities and for soil stabilization. Plantain is botanically known as Musa paradisiaca, with about 68 species in global existence. Its origin can be traced back to South-Eastern Asia and are currently grown via irrigation processes and naturally grown in swampy and mangrove zones of the globe. This R&D aimed at structurally evaluating the applications of both “Ripe Plantain Peel Ash (RPPA) and “Unripe Ripe Plantain Peel Ash” (URPPA) in concrete for the development of the built environments. The cardinal objective of this research is to determine the effectiveness of the use of PPA as supplements in OPC and to generally appraise the efficacy of PPA concrete in construction processes. Methodology employed are based on BS code of practice, ASTM, SON-NIS 444-1 and German standards DN 51043. However, major chemical and physical characteristics as evaluated for RPPA and URPPA in the combined form of SiO 2 + Al 2 O 3 + Fe2O3 are 50.52 and 70.7, while LOI are 2.49 and 2.17, with specific gravity as 2.61 and 2.62, so also moisture contents are 77.96% and 79.86% respectively. Similarly, the average density and the compressive strength of the RPPA concretes at 56 days period of curing is 2448.01 (kg/m 3 ) and 34.22 (N/mm 2 ) at 5% with 2390.00 (kg/m 3 ) and 26.14 (N/mm 2 ) at 25% while for URPPA is 2449.00 (kg/m 3 ) and 34.27 (N/mm 2 ) with 2394.10 (kg/m 3 ) and 26.58 (N/mm 2 ) respectively. In conclusion, URPPA has proven to be effective supplementary material to be used for partial replacement in cement for structural development when compared to URPPA. RPPA and URPPA is recommended for use when late strength growth is required in concretes with little water requirement.
OPC, PPA, Specimen, Concrete, Workability, Density & Compressive strength.
Alp, I., Deveci, Y., Sungun, Y.H., Yilmaz, O.A., Kesimal A., &Yimaz E., (2009).
Pozzolanic characteristics of a natural raw material for use in blended cements.
Iranian Journal of Science and. Technology, 291-300.
American Society for Testing and Materials (ASTM), 1976: “Standard Specification for
Blended Hydraulic Cements.” American Society for Testing Materials” Philadelphia,
(C595-76)
American Society for Testing and Materials (ASTM), 2012: “Standard test method for
sampling and testing fly ash or natural pozzolanas for use in Portland-cement
concrete” (C311/C311M-13)
American Society for Testing and Materials (ASTM), 2012: “Standard test method for
amount of water required for normal consistency of hydraulic cement paste” (C187-
98)
American Society for Testing and Materials (ASTM), 2012: “Standard test method for time
of setting of hydraulic cement by Vicat needle” (C191-13)
American Society for Testing and Materials (ASTM), 2012: “Standard test method for
compressive strength of hydraulic cement mortars specimens” (C109/109M-02)
American Society for Testing and Materials (ASTM), 2012: “Standard test method for
slump flow of self-consolidating concrete” (C1611/161M-14)
American Society for Testing and Materials (ASTM), 2012: “Standard specification for coal
fly ash and raw or calcined natural pozzolana for use in concrete (C618-12a)
Anitha, J. L. (20016) “Use of admixtures in concrete production” Reprinted from 8th
International congress on the chemistry of cement. Vol. 1
Brundtland Report (1987). “Our common future. Report of the World Commission on
Environment
and
Development”
A/42/427,
UN
[online],
available:
www.worldinbalance.net [accessed 20th August 2022]
BS 812: Part 103 (1985), “Grading of aggregates” British Standard Institution, London.
BS1881: Part 102 (1983), “Methods for determination of slump” British Standards
Institution, London.
BS1881: Part 103 (1983), “Methods for determination of Compaction factor” British
Standards Institution. London.
BS 1881: Part 116 (1983), “Method for determination of Compressive strength of concrete
cubes” British Standard Institution, London.
BS 3148 (1993), “Method of test for water for making concrete (including note on the
suitability of water)” British Standards Institution, London.
BS 4550: Part 3 (1978), “Method of testing Cement: Physical Test” British Standards
Institution, London.
BS 8110: Part 1 (1997), “Structural use of concrete: code of practice for design and
construction” British Standards Institution, London.
BS 812 part 1 (1975). “Testing aggregates. Methods for determination of particle size and
shape” BIS: London. BS 1881: Part 116 (1983). “Method of determination of compressive strength of concrete
cubes” BSI: London.
BS
12:1996
Specification
for
Portland
cement
[online],
available:
https://www.studocu.com/row/document/university-of-lagos/civil-engineering/bs-
12-portland-cement/4741533 British Standard Institute (BSI) London. [accessed
16th August 2022]
BS EN 12390-3 (2009). “Testing hardened concrete. Compressive strength of test
specimens” British Standard Institute (BSI) London.
BS EN 12 (1989). “Specification for Portland cement” British Standard Institute (BSI)
London.
BS EN 197-1 (2000). Specification for Portland cement. British Standard Institution (BSI)
London.
BS EN 197-1 (2011). “Specifications for ordinary Portland cement” British Standard
Institute (BSI) London.
BS EN 12350-2 (2009) “Testing fresh concrete. Slump-test” British Standard Institute (BSI)
London.
Dahiru, A.A. and Ado, M. (2016) “Investigation into the use of plantain Peel Ash as
Admixture in concrete” IJESC 6(5) 5377 - 5380
DIN 51043, (1979). Silica fume Admixture, Building inspectorate approval.
Endlberger, L., Willis, B.H., Blades, B., Duffrey, L., Daniells,J.W. and Coyne, T. (2006).
Carotenoid content and flesh colour of selected banana cultivars growing in
Australia. Food and Nutrition Bulletin, 2794, 281-291.
FAO,
2012:
Commodity
data,
Country
rankings.
[online],
available:
http://mongabay.com/commodities/data/category/production/1-
crop/489
-
plantain/51- production+% 28tones%29 [accessed 17th August 2022]
FAO, 2013: Food and Agriculture Organization of the United Nations. Crop yield [online],
available: http://faostat.fao.org/site/567/DesktopDefault.aspx? Page 10 = 567 ?
ancor [accessed 16th August 2022]
HuguesTezenas du Montcel. Platain Bananas. The Tropical Agriculturist.2005, pp.4-6.
Inusa, L., (2007). Investigation into admixture properties of plantain peels ash (a case study
of setting time of cement). B.Eng. Project, Civil Engineering Department, Bayero
University Kano, Nigeria
International Fund for Agricultural Development (IFAD 2011)
Lahava, E. 1995. Banana nutrition. In Banana and Plantain. S. Gowen (ed.). Chapman and
Hall, London, pp. 258-316.
Mantel, C., (1942). In C. Mantel. The Technology of Natural Resins, John Wiley and Sons
New York, USA, pp 506.
Muhammad K.R (2005): Investigation into chemical composition of plantain. M. Science
Thesis. Chemistry Department Bayero University, Kano
Neville, A.M., (2003). Properties of Concrete, fourth edition, pearson Education Singapore.
Ogidi. I. A., Wariboko C. and Alamene A 2017) Investigation of some nutritional properties
of plantain (Musa paradisiaca) cultivars in Bayelsa State. European Journal of Food
Science and Technology: 5(3) 15-35.
Ogidi I.A., Wariboko C. and A. Alamene (2018) Appraisal of Some Chemical Elements of
Plantain (Musa Paradisiaca) Cultivars in Bayelsa State, Nigeria. European Journal of
Agriculture and Forestry Research 6(4): 1-31
Oluwaseun A. Adetayo and Olatunji Jubril (2019) Effect of Ripe and Unripe Plantain Peel
Ash on Concrete Workability and Compressive Strength. FUOYE Journal of Engineering and Technology: 4(1) 145-148 March 2019. [online], available:
http://dx.doi.org/10.46792/fuoyejet.v4i1.318 [accessed 19th August 2022]
Saleh M. A., Ashiru M. A., Sanni J. E., Aliyu M. A., Hamza H. M., and Usman H. A.
(2020) Environmental Sustainable Application of Biomass Wastes in Cement for
Structures. International Journal of Advances in Engineering and Management
(IJAEM) 2(5): 575-589
Trif, K.T. (2014) “Effects of admixtures on the permeability of concrete” Wuhan Univ.
Technol. -Mater. Sci. Ed, pp. 505–523.
USDA, 2012: United States Department of Agriculture. Nutrient Data Laboratory. [online],
available:
http://www.nalusdagov/fnic/foodcamp/data/SR’8/Sr18.html.
[accessed
17th August 2022]
USDA (2017). United States Department of Agriculture. Food Composition Databases
Show Foods –Plantains Raw; Ndbnal.usda.gov. N.P. American Society for Testing
and Materials (ASTM), “Specification of Ordinary Portland cement American
Standard” (C150-TYPE 1)