Impact of impurities of local construction materials on the bearing capacity of the concrete used in structures in Burundi

Introduction. The article is about an assessment of the impact of impurities contained in the local construction materials on the mechanical characteristics of the concrete used in reinforced concrete structures in Burundi. Materials and methods. The methodology of the study consisted in varying...

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Autores principales: Emmanuel Mikerego, Nestor Niyonzima, Jean Claude Ntirampeba
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Publicado: Moscow State University of Civil Engineering (MGSU) 2021
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spelling oai:doaj.org-article:f19ca773c6864b2292ff11d920ee72f62021-12-01T11:59:47ZImpact of impurities of local construction materials on the bearing capacity of the concrete used in structures in Burundi1997-093510.22227/1997-0935.2021.10.1357-1362https://doaj.org/article/f19ca773c6864b2292ff11d920ee72f62021-10-01T00:00:00Zhttps://doi.org/10.22227/1997-0935.2021.10.1357-1362https://doaj.org/toc/1997-0935Introduction. The article is about an assessment of the impact of impurities contained in the local construction materials on the mechanical characteristics of the concrete used in reinforced concrete structures in Burundi. Materials and methods. The methodology of the study consisted in varying the quantity of impurities for the manufactu­ring of the concrete experimental cubic samples. The grain sizes of the studied ordinary concrete were in the favourable zones according to the recommended granulometry for standard concretes. Simulation of impurities was made by adding in the mixing water solid particles taken from a local rock called “red earth”. The particles were composed by (24 %) of clays, (38 %) of silts and (38 %) of sands. As for the used cement in this study, it was the type CEM I (32.5). The quantities of impurities were expressed in grams per litre of mixing water (g/l) and were varying from (0 g/l) to (100 g/l) with a step of (20 g/l). The prepared experimental concrete samples were stored in the laboratory of materials at the University of Burundi and were subjected to compression testing under hydraulic press after 28 days. Results. The impact of impurities consisting of (24 %) of clays, (38 %) of silts and (38 %) of sands is identified. Each increase of (20 g) of impurities in a litre of mixing water induces an average decrease of (4 %) on the compressive strength and the Young’s modulus for an ordinary concrete. Conclusions. The impact of impurities contained in the local construction materials used in the manufacturing of the concrete for reinforced concrete structures in Burundi is studied. Each increase of (20 g) of impurities in a litre of mixing water induces an average decrease of (4 %) on the compressive strength and the Young’s modulus of an ordinary concrete. For Burundi, a curve for the approximation of the bearing capacity of the concrete used in reinforced concrete structures according to the quantity of impurities contained in the local construction materials was established. Hence, it is advisable to start by the specification of the quantity of impurities contained in the construction materials before making the concrete for reinforced concrete structures in order to predict the mechanical performances of the concrete used in reinforced concrete structures.Emmanuel MikeregoNestor NiyonzimaJean Claude NtirampebaMoscow State University of Civil Engineering (MGSU)articleimpuritieslocal construction materials in burundireinforced concrete structuresArchitectureNA1-9428Construction industryHD9715-9717.5ENRUVestnik MGSU , Vol 16, Iss 10, Pp 1357-1362 (2021)
institution DOAJ
collection DOAJ
language EN
RU
topic impurities
local construction materials in burundi
reinforced concrete structures
Architecture
NA1-9428
Construction industry
HD9715-9717.5
spellingShingle impurities
local construction materials in burundi
reinforced concrete structures
Architecture
NA1-9428
Construction industry
HD9715-9717.5
Emmanuel Mikerego
Nestor Niyonzima
Jean Claude Ntirampeba
Impact of impurities of local construction materials on the bearing capacity of the concrete used in structures in Burundi
description Introduction. The article is about an assessment of the impact of impurities contained in the local construction materials on the mechanical characteristics of the concrete used in reinforced concrete structures in Burundi. Materials and methods. The methodology of the study consisted in varying the quantity of impurities for the manufactu­ring of the concrete experimental cubic samples. The grain sizes of the studied ordinary concrete were in the favourable zones according to the recommended granulometry for standard concretes. Simulation of impurities was made by adding in the mixing water solid particles taken from a local rock called “red earth”. The particles were composed by (24 %) of clays, (38 %) of silts and (38 %) of sands. As for the used cement in this study, it was the type CEM I (32.5). The quantities of impurities were expressed in grams per litre of mixing water (g/l) and were varying from (0 g/l) to (100 g/l) with a step of (20 g/l). The prepared experimental concrete samples were stored in the laboratory of materials at the University of Burundi and were subjected to compression testing under hydraulic press after 28 days. Results. The impact of impurities consisting of (24 %) of clays, (38 %) of silts and (38 %) of sands is identified. Each increase of (20 g) of impurities in a litre of mixing water induces an average decrease of (4 %) on the compressive strength and the Young’s modulus for an ordinary concrete. Conclusions. The impact of impurities contained in the local construction materials used in the manufacturing of the concrete for reinforced concrete structures in Burundi is studied. Each increase of (20 g) of impurities in a litre of mixing water induces an average decrease of (4 %) on the compressive strength and the Young’s modulus of an ordinary concrete. For Burundi, a curve for the approximation of the bearing capacity of the concrete used in reinforced concrete structures according to the quantity of impurities contained in the local construction materials was established. Hence, it is advisable to start by the specification of the quantity of impurities contained in the construction materials before making the concrete for reinforced concrete structures in order to predict the mechanical performances of the concrete used in reinforced concrete structures.
format article
author Emmanuel Mikerego
Nestor Niyonzima
Jean Claude Ntirampeba
author_facet Emmanuel Mikerego
Nestor Niyonzima
Jean Claude Ntirampeba
author_sort Emmanuel Mikerego
title Impact of impurities of local construction materials on the bearing capacity of the concrete used in structures in Burundi
title_short Impact of impurities of local construction materials on the bearing capacity of the concrete used in structures in Burundi
title_full Impact of impurities of local construction materials on the bearing capacity of the concrete used in structures in Burundi
title_fullStr Impact of impurities of local construction materials on the bearing capacity of the concrete used in structures in Burundi
title_full_unstemmed Impact of impurities of local construction materials on the bearing capacity of the concrete used in structures in Burundi
title_sort impact of impurities of local construction materials on the bearing capacity of the concrete used in structures in burundi
publisher Moscow State University of Civil Engineering (MGSU)
publishDate 2021
url https://doaj.org/article/f19ca773c6864b2292ff11d920ee72f6
work_keys_str_mv AT emmanuelmikerego impactofimpuritiesoflocalconstructionmaterialsonthebearingcapacityoftheconcreteusedinstructuresinburundi
AT nestorniyonzima impactofimpuritiesoflocalconstructionmaterialsonthebearingcapacityoftheconcreteusedinstructuresinburundi
AT jeanclaudentirampeba impactofimpuritiesoflocalconstructionmaterialsonthebearingcapacityoftheconcreteusedinstructuresinburundi
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