Effect of curing time on the mesoscopic parameters of cemented paste backfill simulated using the particle flow code technique
Lang Liu , Jie Xin , Chao Huan , Yu-jiao Zhao , Xiang Fan , Li-jie Guo , Ki-Il Song
International Journal of Minerals, Metallurgy, and Materials ›› 2021, Vol. 28 ›› Issue (4) : 590 -602.
Effect of curing time on the mesoscopic parameters of cemented paste backfill simulated using the particle flow code technique
Several special mechanical properties, such as dilatancy and compressibility, of cemented paste backfill (CPB) are controlled by its internal microstructure and evolution. The mesoscopic structure changes of CPB during the development process were investigated. On the basis of the scanning electron microscopy (SEM) and mechanical test results of CPB, the particle size information of CPB was extracted, and a two-dimensional particle flow code (PFC) model of CPB was established to analyze the evolution rule of mesoscopic parameters during CPB development. The embedded FISH language in PFC was used to develop a program for establishing a PFC model on the basis of the SEM results. The mesoscopic parameters of CPB samples at different curing times, such as coordination number (C n), contact force chain, and rose diagram, were obtained by recording and loading and used to analyze the intrinsic relationship between mesoscopic parameter variations and macroscopic mechanical response during CPB development. It is of considerable significance to establish the physical model of CPB using the PFC to reveal the mesoscopic structure of CPB.
cemented paste backfill / particle flow code method / mesoscopic parameters / fabric
| [1] |
|
| [2] |
|
| [3] |
|
| [4] |
|
| [5] |
|
| [6] |
|
| [7] |
|
| [8] |
Y. Wang, D.Q. Liu, and Y.Z. Hu, Monitoring of internal failure evolution in cemented paste backfill under uniaxial deformation using in-situ X-ray computed tomography, Arab. J. Geosci., 12(2019), No. 5, art. No. 138. |
| [9] |
|
| [10] |
|
| [11] |
|
| [12] |
|
| [13] |
|
| [14] |
|
| [15] |
|
| [16] |
|
| [17] |
|
| [18] |
|
| [19] |
|
| [20] |
|
| [21] |
|
| [22] |
|
| [23] |
|
| [24] |
|
| [25] |
|
| [26] |
|
| [27] |
|
| [28] |
|
| [29] |
|
| [30] |
|
| [31] |
B. Zhang, J. Xin, L. Liu, L.J. Guo, and K.I. Song, An experimental study on the microstructures of cemented paste backfill during its developing process, Adv. Civ. Eng., (2018), art. No. 9783046. |
| [32] |
X.B. Qin, P. Wang, L. Liu, M. Wang, and J. Xin, Sensitivity analysis of microstructure parameters and mechanical strength during consolidation of cemented paste backfill, Math. Prob. Eng., (2018), art. No. 5170721 |
| [33] |
L. Liu, J. Xin, C. Huan, C.C. Qi, W.W. Zhou, and K.I. Song, Pore and strength characteristics of cemented paste backfill using sulphide tailings: Effect of sulphur content, Constr. Build. Mater., 237(2020), art. No. 117452. |
| [34] |
|
| [35] |
|
| [36] |
|
| [37] |
|
| [38] |
|
| [39] |
|
| [40] |
J.J. Wu, M.H.E. Naggar, X.N. Li, and H. Wen, DEM analysis of geobag wall system filled with recycled concrete aggregate, Constr. Build. Mater., 238(2020), art. No. 117684. |
| [41] |
|
| [42] |
X. Qin, L. Lang, W. Pai, W. Mei, and X. Jie, Microscopic parameter extraction and corresponding strength prediction of cemented paste backfill at different curing times, Adv. Civ. Eng., (2018), art. No. 2837571. |
| [43] |
|
| [44] |
|
| [45] |
|
| [46] |
|
| [47] |
S.J. Chen, Z.W. Du, Z. Zhang, H.W. Zhang, Z.G. Xia, and F. Feng, Effects of chloride on the early mechanical properties and microstructure of gangue-cemented paste backfill, Constr. Build. Mater., 235(2020), art. No. 117504. |
| [48] |
|
/
| 〈 |
|
〉 |