DOI: 10.11606/d.3.2020.tde-03052021-103839
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Comportamento geotécnico de misturas de argila laterítica com lodo de estação de tratamento de água para uso em obras de terra.

Abstract: 90 anos "O trabalho é mérito honroso que a capacidade oferece a todos. Naturalmente virão o troféu da missão realizada e a satisfação do dever cumprido." Vera Lúcia Ferreira, 51 anos "O perigo é quando políticos e CEOs estão fazendo parecer que uma movimentação real está ocorrendo quando, na verdade, quase nada é feito além de contabilidade inteligente e relações públicas criativas." Greta Thunberg, 17 anos AGRADECIMENTOS Em primeiro lugar, agradeço à minha orientadora, Dra. Maria Eugênia Gimenez Boscov, por t… Show more

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Cited by 2 publications
(2 citation statements)
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“…Rock powder, a waste to be destined, could also be a potential material to stabilize WTS because of its high friction angle and uniform particle size distribution that may form, together with WTS, a more resistant structure. Therefore, the stabilization of WTS 1991), or WTS-soil mixtures (FERREIRA, 2020;RODRIGUEZ et al, 2011) and WTS-soil-additives mixtures (LUCENA, 2012), however, there is still much research to be done to account for this alternative of mixing WTS with additives for geotechnical applications. Wang, Hull, Jao et al (1991) studied the influence of three additives (lime, fly ash, and soil) at 60% (dry weight of sludge) of additive content on the geotechnical behavior of the Chesapeake WTS: compressibility and shear strength of WTS were improved but not at the point of being used as an embankment material.…”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation
“…Rock powder, a waste to be destined, could also be a potential material to stabilize WTS because of its high friction angle and uniform particle size distribution that may form, together with WTS, a more resistant structure. Therefore, the stabilization of WTS 1991), or WTS-soil mixtures (FERREIRA, 2020;RODRIGUEZ et al, 2011) and WTS-soil-additives mixtures (LUCENA, 2012), however, there is still much research to be done to account for this alternative of mixing WTS with additives for geotechnical applications. Wang, Hull, Jao et al (1991) studied the influence of three additives (lime, fly ash, and soil) at 60% (dry weight of sludge) of additive content on the geotechnical behavior of the Chesapeake WTS: compressibility and shear strength of WTS were improved but not at the point of being used as an embankment material.…”
Section: Introductionmentioning
confidence: 99%
“…performed the geotechnical characterization of three specimens of Cubatão WTS: WTS-S2, WTS-S3, and WTS-S4. Specimen WTS-S5 was directed to geoenvironmental studies at the Institute for Energetic and Nuclear Research (IPEN) Ferreira (2020). collected and prepared the representative sample WTS_RS7 according to the sampling methodology proposed in this research (item 3.2), formerly described inTsugawa et al (2019).…”
mentioning
confidence: 99%