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Soil Recycling Geopolymers Fabricated from High Power Ultrasound Treated Soil Slurry in the Presence of Ammonia

Soil slurry was recycled to prepare a geopolymer after treatment with high-power ultrasound (US) in the presence of NH(3), HCl, and NaOH. Under 28 kHz US, 0.1 M NH(3) additives effectively decarbonized the slurry, eliminating 72.2% of the carbon content from the original soil. The US-treated soils w...

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Autores principales: Kwedi-Nsah, Louis-Marly, Watanabe, Yuta, Kobayashi, Takaomi
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2019
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6888462/
https://www.ncbi.nlm.nih.gov/pubmed/31752445
http://dx.doi.org/10.3390/ma12223804
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author Kwedi-Nsah, Louis-Marly
Watanabe, Yuta
Kobayashi, Takaomi
author_facet Kwedi-Nsah, Louis-Marly
Watanabe, Yuta
Kobayashi, Takaomi
author_sort Kwedi-Nsah, Louis-Marly
collection PubMed
description Soil slurry was recycled to prepare a geopolymer after treatment with high-power ultrasound (US) in the presence of NH(3), HCl, and NaOH. Under 28 kHz US, 0.1 M NH(3) additives effectively decarbonized the slurry, eliminating 72.2% of the carbon content from the original soil. The US-treated soils were used as raw materials for the geopolymer, as they contained Si and Al components in the range of 25–30 and 8–10 wt.%, respectively. The geopolymer was prepared with a Na(2)SiO(4)/NaOH aqueous solution at a ¼ weight ratio at 80 °C for 24 h. The resultant geopolymers from the NH(3)-treated soil showed the best compressive strength of 3 MPa after 1 day of curing, with a low carbon content, when NH(3) was used as an additive as opposed to HCl and NaOH under 1200 US exposure.
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spelling pubmed-68884622019-12-09 Soil Recycling Geopolymers Fabricated from High Power Ultrasound Treated Soil Slurry in the Presence of Ammonia Kwedi-Nsah, Louis-Marly Watanabe, Yuta Kobayashi, Takaomi Materials (Basel) Article Soil slurry was recycled to prepare a geopolymer after treatment with high-power ultrasound (US) in the presence of NH(3), HCl, and NaOH. Under 28 kHz US, 0.1 M NH(3) additives effectively decarbonized the slurry, eliminating 72.2% of the carbon content from the original soil. The US-treated soils were used as raw materials for the geopolymer, as they contained Si and Al components in the range of 25–30 and 8–10 wt.%, respectively. The geopolymer was prepared with a Na(2)SiO(4)/NaOH aqueous solution at a ¼ weight ratio at 80 °C for 24 h. The resultant geopolymers from the NH(3)-treated soil showed the best compressive strength of 3 MPa after 1 day of curing, with a low carbon content, when NH(3) was used as an additive as opposed to HCl and NaOH under 1200 US exposure. MDPI 2019-11-19 /pmc/articles/PMC6888462/ /pubmed/31752445 http://dx.doi.org/10.3390/ma12223804 Text en © 2019 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Kwedi-Nsah, Louis-Marly
Watanabe, Yuta
Kobayashi, Takaomi
Soil Recycling Geopolymers Fabricated from High Power Ultrasound Treated Soil Slurry in the Presence of Ammonia
title Soil Recycling Geopolymers Fabricated from High Power Ultrasound Treated Soil Slurry in the Presence of Ammonia
title_full Soil Recycling Geopolymers Fabricated from High Power Ultrasound Treated Soil Slurry in the Presence of Ammonia
title_fullStr Soil Recycling Geopolymers Fabricated from High Power Ultrasound Treated Soil Slurry in the Presence of Ammonia
title_full_unstemmed Soil Recycling Geopolymers Fabricated from High Power Ultrasound Treated Soil Slurry in the Presence of Ammonia
title_short Soil Recycling Geopolymers Fabricated from High Power Ultrasound Treated Soil Slurry in the Presence of Ammonia
title_sort soil recycling geopolymers fabricated from high power ultrasound treated soil slurry in the presence of ammonia
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6888462/
https://www.ncbi.nlm.nih.gov/pubmed/31752445
http://dx.doi.org/10.3390/ma12223804
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