Characterizing dynamic segregation behavior in cemented paste during pipeline transport through electrical resistance tomography
Yingjie Chang , Aixiang Wu , Zhu’en Ruan , Shaoyong Wang , Jiandong Wang , Shulong Liu , Shuangcheng Du
International Journal of Minerals, Metallurgy, and Materials ›› 2026, Vol. 33 ›› Issue (3) : 798 -808.
Cement paste backfill (CPB) technology is a key method for mine waste treatment, and pipeline transport is critical for safe and efficient waste transfer. Variations in raw material properties can cause slurry segregation, increase pipeline wear and resistance, raise the risk of blockages or bursts, and disrupt operations. To study CPB slurry segregation during transport, CPB was prepared using cement as the cementitious material and unclassified tailings as inert materials. A small annular-tube device using an electrical resistance tomography system was developed to analyze its flow characteristics, and quantitative segregation assessment methods were developed. The results indicated that CPB conductivity increases with transport time but decreases with higher solid mass content, with the latter having a greater impact. At a low solid content, solid particles migrated toward the bottom of the pipe as the flow time increased, and the migratory behavior of the particles diminished as the solid content increased. At a flow rate of 1.25 m/s, the heterogeneity index for CPB with 58wt% solid content increased by 1.24 in 20 min, whereas that for CPB with 62wt% solid content increased by 2.17. Higher solid mass content amplifies the effect of conveying time on segregation, emphasizing the need to balance these factors for minimizing segregation. These insights can guide the optimization of mine pipeline transport systems.
cement paste backfill / electrical resistance tomography / dynamic segregation / pipeline transport
| [1] |
|
| [2] |
|
| [3] |
L.H. Silva Rotta, E. Alcântara, E. Park, et al., The 2019 Brumadinho tailings dam collapse: Possible cause and impacts of the worst human and environmental disaster in Brazil, Int. J. Appl. Earth Obs. Geoinf., 90(2020), art. No. 102119. |
| [4] |
|
| [5] |
P. Jing, X.T. Song, J.X. Zhang, and H. Nowamooz, A review of hydro-mechanical coupling behaviour of cement-treated materials, Constr. Build. Mater., 322(2022), art. No. 126446. |
| [6] |
J. McLean and L. Cui, Multiscale geomechanical behavior of fiber-reinforced cementitious composites under cyclic loading conditions—A review, Front. Mater., 8(2021), art. No. 759126. |
| [7] |
A. Saedi, A. Jamshidi-Zanjani, and A.K. Darban, A review on different methods of activating tailings to improve their cementitious property as cemented paste and reusability, J. Environ. Manage., 270(2020), art. No. 110881. |
| [8] |
|
| [9] |
|
| [10] |
|
| [11] |
|
| [12] |
|
| [13] |
|
| [14] |
S.H. Yin, Y.J. Shao, A.X. Wu, H.J. Wang, X.H. Liu, and Y. Wang, A systematic review of paste technology in metal mines for cleaner production in China, J. Cleaner Prod., 247(2020), art. No. 119590. |
| [15] |
|
| [16] |
|
| [17] |
G. Ali, M. Fall, and I. Alainachi, Time- and temperature-dependence of rheological properties of cemented tailings backfill with sodium silicate, J. Mater. Civ. Eng., 33(2021), No. 3, art. No. 04020498. |
| [18] |
I. Cavusoglu, E. Yilmaz, and A.O. Yilmaz, Additivity effect on properties of cemented coal fly ash backfill containing water-reducing admixtures, Constr. Build. Mater., 267(2021), art. No. 121021. |
| [19] |
H.Y. Cheng, S.C. Wu, H. Li, and X.Q. Zhang, Influence of time and temperature on rheology and flow performance of cemented paste backfill, Constr. Build. Mater., 231(2020), art. No. 117117. |
| [20] |
X.L. Wang, H.J. Wang, A.X. Wu, and G.W. Kang, Wear law of Q345 steel under the abrasion-corrosion synergistic effect of cemented paste backfill, Constr. Build. Mater., 332(2022), art. No. 127283. |
| [21] |
Q.S. Chen, Q.L. Zhang, C.C. Xiao, and X. Chen, Backfilling behavior of a mixed aggregate based on construction waste and ultrafine tailings, PLoS One, 12(2017), No. 6, art. No. e0179872. |
| [22] |
|
| [23] |
ASTM International. Standard Test Method for Slump Flow of Self-Consolidating Concrete. 2021, West Conshohocken, ASTM InternationalASTM Standard C1611/C1611M–21 |
| [24] |
|
| [25] |
ASTM International. Standard Test Method for Static Segregation of Self-Consolidating Concrete Using Column Technique. 2021, West Conshohocken, ASTM InternationalASTM Standard C1610/C1610M–21 |
| [26] |
|
| [27] |
|
| [28] |
|
| [29] |
|
| [30] |
|
| [31] |
|
| [32] |
|
| [33] |
|
| [34] |
|
| [35] |
|
| [36] |
H.J. Yim, Y.H. Bae, and J.H. Kim, Method for evaluating segregation in self-consolidating concrete using electrical resistivity measurements, Constr. Build. Mater., 232(2020), art. No. 117283. |
| [37] |
Z.H. Wang, T.Y. Qi, G.R. Feng, et al., Electrical resistivity method to appraise static segregation of gangue-cemented paste backfill in the pipeline, Int. J. Press. Vessels Pip., 192(2021), art. No. 104385. |
| [38] |
R. Kotzé, A. Adler, A. Sutherland, and C.N. Deba, Evaluation of Electrical Resistance Tomography imaging algorithms to monitor settling slurry pipe flow, Flow Meas. Instrum., 68(2019), art. No. 101572. |
| [39] |
|
| [40] |
H. Wang, T. Du, A.L. Zhang, et al., Relationship between electrical resistance and rheological parameters of fresh cement slurry, Constr. Build. Mater., 256(2020), art. No. 119479. |
| [41] |
K.Q. Liu, X.W. Cheng, J.X. Li, et al., Effects of microstructure and pore water on electrical conductivity of cement slurry during early hydration, Composites, Part B, 177(2019), art. No. 107435. |
| [42] |
|
| [43] |
|
| [44] |
|
| [45] |
|
| [46] |
|
| [47] |
|
| [48] |
B.X. Sheng, J.C. Huang, H.F. Ji, and Z.Y. Huang, A new contactless cross-correlation velocity measurement system for gas–liquid two-phase flow, Sensors, 23(2023), No. 10, art. No. 4886. |
| [49] |
V. Mosorov, M. Zych, R. Hanus, D. Sankowski, and A. Saoud, Improvement of flow velocity measurement algorithms based on correlation function and twin plane electrical capacitance tomography, Sensors, 20(2020), No. 1, art. No. 306. |
| [50] |
|
| [51] |
|
| [52] |
|
| [53] |
|
| [54] |
|
| [55] |
T. Zahtila, L. Chan, A. Ooi, and J. Philip, Particle transport in a turbulent pipe flow: Direct numerical simulations, phenomenological modelling and physical mechanisms, J. Fluid Mech., 957(2023), art. No. A1. |
| [56] |
|
University of Science and Technology Beijing
/
| 〈 |
|
〉 |