LAPSE:2024.1785
Published Article

LAPSE:2024.1785
Incorporation of Liquid WTP Sludge into Compacted Soil−Cement Mixtures
August 23, 2024
Abstract
The sludge from water treatment plants (WTP) is a waste from the water process. This study evaluated the effect of incorporating water treatment plant (WTP) sludge, replacing the water used in compacted soil−cement mixtures. The materials were characterized by Scanning Electron Microscopy (SEM) associated with Energy Dispersive Spectroscopy (EDS) and Atomic Absorption Spectrometry (AAS). The soil, with the addition of liquid WTP sludge, presented an apparent dry specific weight (ƴd) of 1.77 gf·cm−3, the optimum moisture value in the compaction test of 15%, and the cement contents tested were 7, 11, and 14%. The specimens were molded using a WTP sludge−cement−soil mixture under the conditions mentioned above, and the simple compression results showed values within the range of 2.5 to 9.3 MPa, as specified by the Brazilian Technical Standard (NBR) 8491/2012. The hydraulic conductivity performed on the test specimen after 28 days of curing resulted in a coefficient (k) of 7.49 × 10−9 cm·s−1, classified as little permeable. The result obtained from aluminum leaching was 0.12 mg·L−1, within the maximum limit allowed by NBR 10004/2004. Therefore, liquid WTP sludge has a significant capacity for incorporation into the compacted soil−cement mixture and the potential to manufacture ecological bricks, an alternative environmentally sustainable brick.
The sludge from water treatment plants (WTP) is a waste from the water process. This study evaluated the effect of incorporating water treatment plant (WTP) sludge, replacing the water used in compacted soil−cement mixtures. The materials were characterized by Scanning Electron Microscopy (SEM) associated with Energy Dispersive Spectroscopy (EDS) and Atomic Absorption Spectrometry (AAS). The soil, with the addition of liquid WTP sludge, presented an apparent dry specific weight (ƴd) of 1.77 gf·cm−3, the optimum moisture value in the compaction test of 15%, and the cement contents tested were 7, 11, and 14%. The specimens were molded using a WTP sludge−cement−soil mixture under the conditions mentioned above, and the simple compression results showed values within the range of 2.5 to 9.3 MPa, as specified by the Brazilian Technical Standard (NBR) 8491/2012. The hydraulic conductivity performed on the test specimen after 28 days of curing resulted in a coefficient (k) of 7.49 × 10−9 cm·s−1, classified as little permeable. The result obtained from aluminum leaching was 0.12 mg·L−1, within the maximum limit allowed by NBR 10004/2004. Therefore, liquid WTP sludge has a significant capacity for incorporation into the compacted soil−cement mixture and the potential to manufacture ecological bricks, an alternative environmentally sustainable brick.
Record ID
Keywords
brick, characterization, specimen, technical standard, WTP sludge
Subject
Suggested Citation
Ribeiro JMG, Lautenschlager CER, Santos MFA, Sabino SDRF, Vieira LGDM, Gonçalves G, Pietrobelli JMTDA. Incorporation of Liquid WTP Sludge into Compacted Soil−Cement Mixtures. (2024). LAPSE:2024.1785
Author Affiliations
Ribeiro JMG: Academic Department of Chemical Engineering, Universidade Tecnológica Federal do Paraná—UTFPR, Ponta Grossa 84017-220, PR, Brazil
Lautenschlager CER: Department of Civil Engineering, Universidade Estadual de Ponta Grossa—UEPG, Ponta Grossa 84030-900, PR, Brazil
Santos MFA: Academic Department of Chemical Engineering, Universidade Tecnológica Federal do Paraná—UTFPR, Ponta Grossa 84017-220, PR, Brazil
Sabino SDRF: Academic Department of Chemical Engineering, Universidade Tecnológica Federal do Paraná—UTFPR, Ponta Grossa 84017-220, PR, Brazil [ORCID]
Vieira LGDM: Academic Department of Chemical Engineering, Universidade Tecnológica Federal do Paraná—UTFPR, Ponta Grossa 84017-220, PR, Brazil
Gonçalves G: Academic Department of Chemical Engineering, Universidade Tecnológica Federal do Paraná—UTFPR, Ponta Grossa 84017-220, PR, Brazil
Pietrobelli JMTDA: Academic Department of Chemical Engineering, Universidade Tecnológica Federal do Paraná—UTFPR, Ponta Grossa 84017-220, PR, Brazil [ORCID]
Lautenschlager CER: Department of Civil Engineering, Universidade Estadual de Ponta Grossa—UEPG, Ponta Grossa 84030-900, PR, Brazil
Santos MFA: Academic Department of Chemical Engineering, Universidade Tecnológica Federal do Paraná—UTFPR, Ponta Grossa 84017-220, PR, Brazil
Sabino SDRF: Academic Department of Chemical Engineering, Universidade Tecnológica Federal do Paraná—UTFPR, Ponta Grossa 84017-220, PR, Brazil [ORCID]
Vieira LGDM: Academic Department of Chemical Engineering, Universidade Tecnológica Federal do Paraná—UTFPR, Ponta Grossa 84017-220, PR, Brazil
Gonçalves G: Academic Department of Chemical Engineering, Universidade Tecnológica Federal do Paraná—UTFPR, Ponta Grossa 84017-220, PR, Brazil
Pietrobelli JMTDA: Academic Department of Chemical Engineering, Universidade Tecnológica Federal do Paraná—UTFPR, Ponta Grossa 84017-220, PR, Brazil [ORCID]
Journal Name
Processes
Volume
12
Issue
7
First Page
1430
Year
2024
Publication Date
2024-07-09
ISSN
2227-9717
Version Comments
Original Submission
Other Meta
PII: pr12071430, Publication Type: Journal Article
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LAPSE:2024.1785
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https://doi.org/10.3390/pr12071430
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[v1] (Original Submission)
Aug 23, 2024
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Aug 23, 2024
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