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Beneficial Use of Water Treatment Sludge with Stabilizers for Application in Road Pavements

dc.contributor.authorTakao, Túlio W. [UNESP]
dc.contributor.authorBardini, Vivian S.
dc.contributor.authorde Jesus, Amanda D. [UNESP]
dc.contributor.authorMarchiori, Leonardo
dc.contributor.authorAlbuquerque, Antonio
dc.contributor.authorFiore, Fabiana A. [UNESP]
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)
dc.contributor.institutionUniversidade Estadual de Campinas (UNICAMP)
dc.contributor.institutionFonte Calçada do Lameiro
dc.date.accessioned2025-04-29T20:05:59Z
dc.date.issued2024-07-01
dc.description.abstractWater treatment sludge (WTS) is the residue produced during water treatment processes for public use. Exploring the reintroduction of these wastes into the production chain to generate new, value-added materials presents a current challenge. This could promote their reuse and reduce the negative environmental impacts associated with their disposal. This study assessed the technical feasibility of using aluminum-based WTS to partially replace silty sand soil in mixtures that include two stabilizers (hydrated lime and Portland cement), potentially for use in road pavements. After conducting a thorough physical, chemical, and geotechnical characterization of both the soil and the sludge, bench-scale experiments were carried out to test the mixtures’ resistance, with WTS proportions of 5%, 8%, 10%, 15%, and 20%, stabilized with either lime or cement. The findings confirm that WTS does not contain potentially toxic elements, according to Brazilian standards, and all tested composites appear suitable for paving. However, the mechanical resistance of the soil–sludge–cement mixtures decreases as the WTS content increases, with an optimum California bearing ratio (CBR) of 41.50% achieved at a 5% WTS addition. Meanwhile, incorporating 15% WTS into soil–sludge–lime mixtures resulted in the highest CBR value of 21.25% for this type of mixture. It is concluded that incorporating stabilizers into soil–WTPS mixtures for road construction allows for an increased percentage of WTPS in silty-sandy soils. Further studies are recommended with different soil types and the addition of fibers to the mixes, to assess the long-term performance of the structure, along with economic and environmental analyses.en
dc.description.affiliationEnvironmental Engineering Department Science and Technology Institute São Paulo State University—UNESP, km 137,9 Presidente Dutra Highway, SP
dc.description.affiliationTransportation Engineering Department School of Technology Campinas State University (UNICAMP), SP
dc.description.affiliationGeoBioTec Department of Civil Engineering and Architecture Universidade da Beira Interior Fonte Calçada do Lameiro
dc.description.affiliationUnespEnvironmental Engineering Department Science and Technology Institute São Paulo State University—UNESP, km 137,9 Presidente Dutra Highway, SP
dc.identifierhttp://dx.doi.org/10.3390/su16135333
dc.identifier.citationSustainability (Switzerland), v. 16, n. 13, 2024.
dc.identifier.doi10.3390/su16135333
dc.identifier.issn2071-1050
dc.identifier.scopus2-s2.0-85198441568
dc.identifier.urihttps://hdl.handle.net/11449/306331
dc.language.isoeng
dc.relation.ispartofSustainability (Switzerland)
dc.sourceScopus
dc.subjectcement
dc.subjectgeotechnical characterization
dc.subjectlime
dc.subjectstabilizing materials
dc.subjectwater treatment sludge
dc.titleBeneficial Use of Water Treatment Sludge with Stabilizers for Application in Road Pavementsen
dc.typeArtigopt
dspace.entity.typePublication
unesp.author.orcid0000-0003-1573-2557[2]
unesp.author.orcid0000-0001-8825-2162[4]
unesp.author.orcid0000-0001-7099-0685[5]
unesp.author.orcid0000-0002-2430-8240[6]

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