2022
DOI: 10.1007/s42461-022-00612-1
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Flow Characteristics of Fresh Cemented Paste Backfill Containing Flocculant under Variable Shear Rate Based on Water Migration

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Cited by 4 publications
(4 citation statements)
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“…Moreover, with the addition ratio of 5 g/t APAM as the cut-off point, the shear stress increased with the ratio of APAM additive increasing from 0 to 5 g/t, and the shear stress curves moved down and converged when the addition ratio of APAM was more than 5 g/t, concentrated in the region, which was consistent with the change law of yield stress. According to the research results of Wang et al [19], the flocculant network structure formed by APAM was stronger than the flocculant network structure formed by particle self-flocculation, which corresponded to the test results. It is also known from the test results that excessive flocculants had negative effects on the flocculant network structure.…”
Section: Effect Of Stirring Timesupporting
confidence: 74%
See 1 more Smart Citation
“…Moreover, with the addition ratio of 5 g/t APAM as the cut-off point, the shear stress increased with the ratio of APAM additive increasing from 0 to 5 g/t, and the shear stress curves moved down and converged when the addition ratio of APAM was more than 5 g/t, concentrated in the region, which was consistent with the change law of yield stress. According to the research results of Wang et al [19], the flocculant network structure formed by APAM was stronger than the flocculant network structure formed by particle self-flocculation, which corresponded to the test results. It is also known from the test results that excessive flocculants had negative effects on the flocculant network structure.…”
Section: Effect Of Stirring Timesupporting
confidence: 74%
“…Based on the double electron layer structure of fine tailings particles, the water molecules in the adsorption layer were closely arranged on the surface of tailings particles to form bound water under the action of static electricity, while the adhesion of water molecules in the diffusion layer was slightly weak to form viscous water, and the water in the two layers was collectively referred to as adsorbed water. Moreover, the flocculant network structure formed by flocculant molecular bridging would wrap the free water in the slurry, which would be transformed into flocculent water with poor fluidity, which would make the fluidity of the slurry worse [19].…”
Section: Mechanism Analysismentioning
confidence: 99%
“…CTBS is mainly prepared from tailings and cementitious materials with the addition of a certain proportion of water 9 . The fluidity of CTBS depends on the duration of freshness and rheological properties 10,11 . The factors affecting the freshness of CTBS mainly include ash‐sand ratio, mass concentration, external additives, type of filling material, and so forth 12,13 .…”
Section: Introductionmentioning
confidence: 99%
“…9 The fluidity of CTBS depends on the duration of freshness and rheological properties. 10,11 The factors affecting the freshness of CTBS mainly include ash-sand ratio, mass concentration, external additives, type of filling material, and so forth. 12,13 Under certain conditions, the addition of anti-hardening agent could enhance the duration of freshness of CTBS, which is beneficial to the transport of CTBS, but not conducive to the hardening of CTBS to form compressive strength.…”
mentioning
confidence: 99%