Setting, bleeding, and hardening strength properties of coarse aggregate backfill slurry

This work systematically investigates the effects of coarse aggregate (CA) type, dosage, and slurry concentration on the backfill slurry's setting, bleeding, and hardening strength properties. Rod milling sand (RMS) and waste rock (WR) were selected as CA, the backfill slurry's concentrati...

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Published inCase Studies in Construction Materials Vol. 17; p. e01667
Main Authors Yin, Shenghua, Zhou, Yun, Wang, Leiming, Pan, Jia, Kou, Yongyuan
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.12.2022
Elsevier
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Online AccessGet full text
ISSN2214-5095
2214-5095
DOI10.1016/j.cscm.2022.e01667

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Abstract This work systematically investigates the effects of coarse aggregate (CA) type, dosage, and slurry concentration on the backfill slurry's setting, bleeding, and hardening strength properties. Rod milling sand (RMS) and waste rock (WR) were selected as CA, the backfill slurry's concentration ranged from 76% to 79%, its replacement rate of tailings with RMS and WR was between 40% and 60%, and its cure period was 3, 14 and 28 days. Then, the fresh backfill slurry was subject to setting and bleeding experiments, and the hardened backfill slurry was submitted to UCS tests. Finally, a CPB curing time of 28 days was chosen for microstructure experiments to reveal the mechanism of the effect of slurry concentration and CA dosage on CPB hardened strength. The results showed that the initial and final setting times reduce as concentration increases and increase as tailings/CA (T/CA) decreases. The effect of concentration and CA dosage on the bleeding properties of backfill slurry is not apparent. Increasing the slurry concentration increases the amount of C-S-H gel inside the CPB, which improves its mechanical behavior. The CPB has optimal physical properties when the slurry concentration is 77%− 78%, and the amount of WR is 50%. The study results can provide a theoretical basis for the preferential selection of backfill materials in mines.
AbstractList This work systematically investigates the effects of coarse aggregate (CA) type, dosage, and slurry concentration on the backfill slurry's setting, bleeding, and hardening strength properties. Rod milling sand (RMS) and waste rock (WR) were selected as CA, the backfill slurry's concentration ranged from 76% to 79%, its replacement rate of tailings with RMS and WR was between 40% and 60%, and its cure period was 3, 14 and 28 days. Then, the fresh backfill slurry was subject to setting and bleeding experiments, and the hardened backfill slurry was submitted to UCS tests. Finally, a CPB curing time of 28 days was chosen for microstructure experiments to reveal the mechanism of the effect of slurry concentration and CA dosage on CPB hardened strength. The results showed that the initial and final setting times reduce as concentration increases and increase as tailings/CA (T/CA) decreases. The effect of concentration and CA dosage on the bleeding properties of backfill slurry is not apparent. Increasing the slurry concentration increases the amount of C-S-H gel inside the CPB, which improves its mechanical behavior. The CPB has optimal physical properties when the slurry concentration is 77%− 78%, and the amount of WR is 50%. The study results can provide a theoretical basis for the preferential selection of backfill materials in mines.
ArticleNumber e01667
Author Yin, Shenghua
Wang, Leiming
Pan, Jia
Zhou, Yun
Kou, Yongyuan
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  surname: Kou
  fullname: Kou, Yongyuan
  organization: Jinchuan Group Co., Ltd., Jinchang 737104, China
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Keywords Fresh backfill slurry
Cemented paste backfill
Bleeding
Coarse aggregate
Setting
Hardening strength characteristics
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Snippet This work systematically investigates the effects of coarse aggregate (CA) type, dosage, and slurry concentration on the backfill slurry's setting, bleeding,...
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SubjectTerms Bleeding
Cemented paste backfill
Coarse aggregate
Fresh backfill slurry
Hardening strength characteristics
Setting
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Title Setting, bleeding, and hardening strength properties of coarse aggregate backfill slurry
URI https://dx.doi.org/10.1016/j.cscm.2022.e01667
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