The combined effects of nano-montmorillonite and halloysite nanoclay to the workability and compressive strength of concrete

In consideration of higher specifications for concrete, particularly in strength, the proportion of ingredients is usually modified to satisfy the mix design requirements. However, its practicality is not always appropriate in construction because of the expense and availability of the materials. He...

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Main Authors: Edrada, Juanito Enrico B., Eugenio, Vincent A., Fugado, Roy Adrian S., Li, Eric Stephen C.
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Language:English
Published: Animo Repository 2018
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Online Access:https://animorepository.dlsu.edu.ph/etd_bachelors/9081
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Institution: De La Salle University
Language: English
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spelling oai:animorepository.dlsu.edu.ph:etd_bachelors-97262022-11-08T03:15:58Z The combined effects of nano-montmorillonite and halloysite nanoclay to the workability and compressive strength of concrete Edrada, Juanito Enrico B. Eugenio, Vincent A. Fugado, Roy Adrian S. Li, Eric Stephen C. In consideration of higher specifications for concrete, particularly in strength, the proportion of ingredients is usually modified to satisfy the mix design requirements. However, its practicality is not always appropriate in construction because of the expense and availability of the materials. Hence, additives and supplementary materials are adopted in the mix design with present studies directed to the application of nanoclay constituents to concrete technology. Consequently, the study is concerned with the utilization of nano-montmorillonite and halloyside nanoclay as partial substitutes to cement in which the workability and compressive strength of concrete is investigated at combined replacements of these nanoclays. The results show that the workability of fresh concrete generally decreased at the addition of nanoclay in the mix wherein a maximum loss of 50.000% in slump is observed for 5% replacement of the nanoclay combination. In addition, a 28th day compressive strength of 44.541 MPa is achieved as the highest among the concrete samples at 3% replacement which demonstrate an increase by 27.430% compared to a control specimen with a strength of 34.954 MPa. It is also recognized that there is parabolic trend of compressive strength with respect to the amount of nanoclay replacement which indicates that the strength of concrete continues to increase until the optimal value of nanoclay replacement is attained. It is established that the optimal replacement of nanoclay combination for a curing period of 28 days is 2.562% corresponding to a theoretical peak value of 46.060 MPa. 2018-01-01T08:00:00Z text https://animorepository.dlsu.edu.ph/etd_bachelors/9081 Bachelor's Theses English Animo Repository Structural engineering Concrete Civil Engineering
institution De La Salle University
building De La Salle University Library
continent Asia
country Philippines
Philippines
content_provider De La Salle University Library
collection DLSU Institutional Repository
language English
topic Structural engineering
Concrete
Civil Engineering
spellingShingle Structural engineering
Concrete
Civil Engineering
Edrada, Juanito Enrico B.
Eugenio, Vincent A.
Fugado, Roy Adrian S.
Li, Eric Stephen C.
The combined effects of nano-montmorillonite and halloysite nanoclay to the workability and compressive strength of concrete
description In consideration of higher specifications for concrete, particularly in strength, the proportion of ingredients is usually modified to satisfy the mix design requirements. However, its practicality is not always appropriate in construction because of the expense and availability of the materials. Hence, additives and supplementary materials are adopted in the mix design with present studies directed to the application of nanoclay constituents to concrete technology. Consequently, the study is concerned with the utilization of nano-montmorillonite and halloyside nanoclay as partial substitutes to cement in which the workability and compressive strength of concrete is investigated at combined replacements of these nanoclays. The results show that the workability of fresh concrete generally decreased at the addition of nanoclay in the mix wherein a maximum loss of 50.000% in slump is observed for 5% replacement of the nanoclay combination. In addition, a 28th day compressive strength of 44.541 MPa is achieved as the highest among the concrete samples at 3% replacement which demonstrate an increase by 27.430% compared to a control specimen with a strength of 34.954 MPa. It is also recognized that there is parabolic trend of compressive strength with respect to the amount of nanoclay replacement which indicates that the strength of concrete continues to increase until the optimal value of nanoclay replacement is attained. It is established that the optimal replacement of nanoclay combination for a curing period of 28 days is 2.562% corresponding to a theoretical peak value of 46.060 MPa.
format text
author Edrada, Juanito Enrico B.
Eugenio, Vincent A.
Fugado, Roy Adrian S.
Li, Eric Stephen C.
author_facet Edrada, Juanito Enrico B.
Eugenio, Vincent A.
Fugado, Roy Adrian S.
Li, Eric Stephen C.
author_sort Edrada, Juanito Enrico B.
title The combined effects of nano-montmorillonite and halloysite nanoclay to the workability and compressive strength of concrete
title_short The combined effects of nano-montmorillonite and halloysite nanoclay to the workability and compressive strength of concrete
title_full The combined effects of nano-montmorillonite and halloysite nanoclay to the workability and compressive strength of concrete
title_fullStr The combined effects of nano-montmorillonite and halloysite nanoclay to the workability and compressive strength of concrete
title_full_unstemmed The combined effects of nano-montmorillonite and halloysite nanoclay to the workability and compressive strength of concrete
title_sort combined effects of nano-montmorillonite and halloysite nanoclay to the workability and compressive strength of concrete
publisher Animo Repository
publishDate 2018
url https://animorepository.dlsu.edu.ph/etd_bachelors/9081
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