2008
DOI: 10.1016/j.cemconcomp.2008.03.001
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The effect of bentonite/cement mortar for the stabilization/solidification of sewage sludge containing heavy metals

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Cited by 91 publications
(32 citation statements)
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“…Fig. 2 shows that the loss of water in the sample water-cement-Pb is practically the same when compared to sample constituted of water-cement (0.08 versus 0.04%), being agreement with data reported in the literature [33][34][35]. Such results suggest that the presence of Pb did not afford retention of water within the matrix.…”
Section: Resultssupporting
confidence: 93%
See 1 more Smart Citation
“…Fig. 2 shows that the loss of water in the sample water-cement-Pb is practically the same when compared to sample constituted of water-cement (0.08 versus 0.04%), being agreement with data reported in the literature [33][34][35]. Such results suggest that the presence of Pb did not afford retention of water within the matrix.…”
Section: Resultssupporting
confidence: 93%
“…According to the diffractgrams, the detected signals can be assigned to calcite (CaCO 3 ), calcium silicates hydrates (3CaO·2SiO 2 ·xH 2 O, x ∼ = 3), ettringite (6CaO·Al 2 O 3 ·3SO 3 ·32H 2 O), portlandite (Ca(OH 2 )) and SiO 2 , those result is according with the literature [30][31][32][33]. In samples S8, S7 and S5, it is possible to observe the presence of plattnerite (PbO 2 ).…”
Section: Resultsmentioning
confidence: 96%
“…An addition of raw or dry sewage sludge to cement with mass ratio of 0.30-0.39 (mass of sludge dry solids/mass of the binder) is considered as an economic way to utilize the environmentally harmful sewage sludge that contains a lot of microbial pathogens, heavy metals, and persistent organics ). There were made a lot of research showing that raw or dry sewage sludge of MWWTPs can be considered as a filler material for concrete and bituminous mixes, which could be applied for the landfill construction (Aziz and Koe 1990;Cheilas et al 2007;Fytili and Zabaniotou 2008;Katsioti et al 2008;Lin et al 2012;Rodríguez et al 2010;Song et al 2013;Valls and Vàzquez 2001;Valls et al 2004;Yagüe et al 2005;Yang et al 2013).…”
Section: Biotechnological Admixturesmentioning
confidence: 99%
“…Increase in clay proportion in the S/S mixtures proved to be positive in terms of compressive strength and all obtained mixtures of clay and lime can be used as a base for roads and bulk materials as they all exhibit compressive strength requirement of 0.35 MPa. Mixture K30L10P60 showed the highest value of this parameter probably due to presence of the ettringite which plays an important role in the hardening and compressive strength development of these systems [44,47].…”
Section: Characterization Of S/s Mixturesmentioning
confidence: 99%