4.7 Article

Mechanical properties and acoustic emission response of cemented tailings backfill under variable angle shear

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 343, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2022.128114

Keywords

Variable angle shear; Cemented tailings backfill; Mechanical properties; Acoustic emission; Fractal dimension; B -value

Funding

  1. National Natural Science Foundation [51764013]
  2. Training Plan for Academic and Technical Leaders of Major Disciplines of Jiangxi Province [20204BCJ22005]
  3. China Postdoctoral Science Foundation [2019M652277]
  4. Natural Science Youth Founda- tion Key Projects of Jiangxi Province of China [20192ACBL21014]

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This study investigated the mechanical properties and acoustic emission (AE) response of cemented tailings backfill (CTB) under compression-shear action. The results show that as the shear angle increases, the peak stress and plastic yield stage decrease, damage evolution is accelerated; the AE ringing counts and energy evolution exhibit specific distribution patterns; the crack evolution mode of the specimen changes with the shear angle. This has important implications for analyzing the rupture evolution of CTB under different compression-shear angles and the stability analysis of CTB backfilled goaf.
To investigate the mechanical properties and acoustic emission (AE) response of cemented tailings backfill (CTB) under the action of compression-shear, 30 degrees, 45 degrees, and 60 degrees variable angle shear tests (VAST) were conducted. Based on the stress-strain law and AE parameter characteristics, the rupture law of the CTB with different shear angles was analyzed. The evolution of the fractal dimension (FD) and b-value and the relationship between them were investigated. The results indicate the following: (1) With increasing shear angle, the peak stress and normal stress show a decreasing trend, the plastic yield stage shortens or disappears, and damage evolution is accelerated; with a shear angle greater than 45 degrees, the specimen deformation and damage mode change. (2) The AE ringing counts and energy evolution at 30 degrees and 45 degrees, and the ringing count evolution at 60 degrees show an inverted Ushaped distribution; the energy evolution at 60 degrees shows a stepped distribution. As the shear angle increases, the active and decline periods move rearward, and the proportion of ringing count and AE events before peak stress decreases. (3) With increasing shear angle, the crack evolution mode of the specimen changes from intermittent local failure repeatedly to progressive expansion. The fracture evolution is a dimensionality reduction and an orderly process; before failure, crack development is a process from disorder to order, producing a state in which large-scale crack propagation stabilizes and small-scale cracks expand. The conclusion provides a basis for analyzing the rupture evolution of CTB under different compression-shear angles and provides a reference for the stability analysis of CTB backfilled goaf.

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