Abstract
Cemented paste backfill (CPB) is a type of cementitious material produced with tailings, cement, and water. Typically, CPB has a high proportion of tailings (75–80 wt%), which may contain a large amount of sulfide minerals that can cause serious attacks in the CPB system. In this study, we proposed a microstructural hydration model to investigate the influence of internal sulfate attacks (ISA) on CPB. The ISA model was verified using experimental observations and was used to investigate the microstructure and strength evolution of CPB. Finally, the proposed ISA model was implemented in PFC2D to analyze the failure mode of CPB during uniaxial compressive loading. The results of the proposed ISA model agreed well with the experimental observations. Based on this model, the microstructure evolution of CPB can be classified into solid–liquid two-phase stage and solid-phase stage. Under the influence of ISA, the short-term CPB strength (≤28 days) increased at an accelerated rate whereas the long-term CPB strength (≥56 days) decreased, which could be well explained by the proposed ISA model. The PFC2D simulation results had a good agreement with those of the experiment, and the failure mode of the CPB specimen under the influence of ISA was mainly tensile.
| Original language | English |
|---|---|
| Pages (from-to) | 99-108 |
| Number of pages | 10 |
| Journal | Construction and Building Materials |
| Volume | 211 |
| DOIs | |
| Publication status | Published - 30 Jun 2019 |
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A microstructural hydration model for cemented paste backfill considering internal sulfate attacks. / Liu, Lang; Zhu, Chao; Qi, Chongchong; Zhang, Bo; Song, Ki Il.
In: Construction and Building Materials, Vol. 211, 30.06.2019, p. 99-108.Research output: Contribution to journal › Article
TY - JOUR
T1 - A microstructural hydration model for cemented paste backfill considering internal sulfate attacks
AU - Liu, Lang
AU - Zhu, Chao
AU - Qi, Chongchong
AU - Zhang, Bo
AU - Song, Ki Il
PY - 2019/6/30
Y1 - 2019/6/30
N2 - Cemented paste backfill (CPB) is a type of cementitious material produced with tailings, cement, and water. Typically, CPB has a high proportion of tailings (75–80 wt%), which may contain a large amount of sulfide minerals that can cause serious attacks in the CPB system. In this study, we proposed a microstructural hydration model to investigate the influence of internal sulfate attacks (ISA) on CPB. The ISA model was verified using experimental observations and was used to investigate the microstructure and strength evolution of CPB. Finally, the proposed ISA model was implemented in PFC2D to analyze the failure mode of CPB during uniaxial compressive loading. The results of the proposed ISA model agreed well with the experimental observations. Based on this model, the microstructure evolution of CPB can be classified into solid–liquid two-phase stage and solid-phase stage. Under the influence of ISA, the short-term CPB strength (≤28 days) increased at an accelerated rate whereas the long-term CPB strength (≥56 days) decreased, which could be well explained by the proposed ISA model. The PFC2D simulation results had a good agreement with those of the experiment, and the failure mode of the CPB specimen under the influence of ISA was mainly tensile.
AB - Cemented paste backfill (CPB) is a type of cementitious material produced with tailings, cement, and water. Typically, CPB has a high proportion of tailings (75–80 wt%), which may contain a large amount of sulfide minerals that can cause serious attacks in the CPB system. In this study, we proposed a microstructural hydration model to investigate the influence of internal sulfate attacks (ISA) on CPB. The ISA model was verified using experimental observations and was used to investigate the microstructure and strength evolution of CPB. Finally, the proposed ISA model was implemented in PFC2D to analyze the failure mode of CPB during uniaxial compressive loading. The results of the proposed ISA model agreed well with the experimental observations. Based on this model, the microstructure evolution of CPB can be classified into solid–liquid two-phase stage and solid-phase stage. Under the influence of ISA, the short-term CPB strength (≤28 days) increased at an accelerated rate whereas the long-term CPB strength (≥56 days) decreased, which could be well explained by the proposed ISA model. The PFC2D simulation results had a good agreement with those of the experiment, and the failure mode of the CPB specimen under the influence of ISA was mainly tensile.
KW - Cemented paste backfill
KW - Failure mode
KW - Internal sulfate attack
KW - Mechanical property
KW - Microstructural hydration model
UR - http://www.scopus.com/inward/record.url?scp=85063260253&partnerID=8YFLogxK
U2 - 10.1016/j.conbuildmat.2019.03.222
DO - 10.1016/j.conbuildmat.2019.03.222
M3 - Article
VL - 211
SP - 99
EP - 108
JO - Construction and Building Materials
JF - Construction and Building Materials
SN - 0950-0618
ER -