Experimental study on the triaxial mechanical behaviors of the Cemented Paste Backfill: Effect of curing time, drainage conditions and curing temperature

Zhanguo Xiu; Shuhong Wang; Yingchun Ji; Feili Wang; Fengyu Ren

doi:10.1016/j.jenvman.2021.113828

Experimental study on the triaxial mechanical behaviors of the Cemented Paste Backfill: Effect of curing time, drainage conditions and curing temperature

J Environ Manage. 2022 Jan 1:301:113828. doi: 10.1016/j.jenvman.2021.113828. Epub 2021 Sep 25.

Authors

Zhanguo Xiu¹, Shuhong Wang², Yingchun Ji³, Feili Wang⁴, Fengyu Ren¹

Affiliations

¹ School of Resources and Civil Engineering, Northeastern University, China.
² School of Resources and Civil Engineering, Northeastern University, China. Electronic address: wangshuhong@mail.neu.edu.cn.
³ School of Science, Engineering & Environment, University of Salford, UK.
⁴ College of Science, Qingdao University of Technology, China. Electronic address: wangfeili109@126.com.

PMID: 34583283
DOI: 10.1016/j.jenvman.2021.113828

Abstract

The application of CPB (Cemented Paste Backfill) can realize the clean, efficient, and safe mining of underground metal mines. Clear understanding on the triaxial mechanical properties of CPB is important to the CPB design and the stability analysis of the backfilled CPB structure. The triaxial mechanical properties of CPB can be significantly affected by the different curing conditions. In this research, triaxial compression tests of the CPB samples were carried out using the GCTS (Geotechnical Consulting & Testing System), and the considered curing conditions include different curing time (1, 3, 7 and 28 days), drainage conditions (drained and undrained) and curing temperatures (20 °C, 35 °C and 45 °C). The measured mechanical parameters were compared and analyzed against the framework of the Mohr-Coulomb criterion. Then, the vertical stress distribution of the backfilled CPB structure was calculated and discussed using the measured mechanical parameters. The results show that with the increase of the lateral constraint ratio (σ_c/S_d0), the elastoplastic stage of the measured deviator stress versus axial strain curve of CPB sample is gradually obvious. The peak deviator stress (S_d^p) and the ultimate axial strain (ε^u) show the linear and negative exponential increase with the σ_c/S_d0 respectively. The number of cracks on the fractured surface of the CPB samples gradually decreased with the increase of σ_c/S_d0. The failure types of CPB samples were changed from tensile failure (σ_c/S_d0 = 0%) to the mixed tensile-shear failure (σ_c/S_d0≈10%) and compression-shear failure (σ_c/S_d0≥20%). Moreover, with the increase of curing time and curing temperature or under the drained curing condition, the peak deviator stress and cohesion (c_b) of CPB can be significantly increased, but the corresponding internal friction angle (ϕ_b) is decreased. The shear mechanical parameters of CPB can significantly affect the vertical stress distribution inside the CPB structure. Therefore, when estimating the vertical stress distribution inside the backfilled CPB structure in engineering practices, it is necessary to focus on the changes of CPB shear parameters (c_b and ϕ_b) caused by different curing conditions.

Keywords: Cemented paste backfill (CPB); Curing temperature; Curing time; Drainage condition; Tailings; Triaxial test.

MeSH terms

Construction Materials*
Mining
Sulfides*
Temperature

Substances

Sulfides