Impact of weak interlayer characteristics on the mechanical behavior and failure modes of cemented tailings backfill: A study on thickness, strength, and dip angle

• Published in: Engineering failure analysis Vol. 165; p. 108795
• Main Authors: Wang, Zhikai, Wang, Yiming, Liu, Quan, Antonella Dino, Giovanna, Ruan, Zhuen, Wu, Aixiang
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 01.11.2024
• Subjects: Cemented tailings backfill; Deformation characteristics; Strength; Structural factors; Weak interlayer; MCTB; UCS; E; UBS; Weak interlayer; CTB; CCTB; PSS; Structural factors; Deformation characteristics; WI; Cemented tailings backfill; Strength
• ISSN: 1350-6307
• DOI: 10.1016/j.engfailanal.2024.108795

•Systematic study of the effect of WI with three different factors on the mechanical properties of CCTB.•Investigation of the influence of WI on the failure mode of CCTB through macroscopic monitoring and simulation.•Elucidation of the strength degradation mechanism of CCTB containing WI. The mechanical properties of cemented tailings backfill (CTB) are crucial for managing ground pressure and sustaining mine productivity. However, multiple fillings often result in weak interlayers (WI) within the backfill, compromising its stability. This study investigates the mechanical behavior and failure modes of composite cemented tailings backfill (CCTB) with different WI characteristics—thickness (ranging from 0 mm to 30 mm), strength (cement-tailings ratio from 1:4 to 1:20), and dip angle (from 0° to 9°)—after 28 days of curing through uniaxial compression tests. Regression and error analysis methods were employed to establish the relationships between WI physical characteristics and CCTB mechanical properties. Additionally, the inherent mechanisms of mechanical strength deterioration in CCTB containing WI were discussed based on experimental and simulation results of CCTB failure modes. The results found that the uniaxial compressive strength (UCS) and elastic modulus (E) of CTB decrease with lower cement content, while the peak strength strain (PSS) increases. Incorporating WIs weakens CCTB, reducing UCS and E, and increasing PSS. Regression analysis combined with error analysis revealed that WI thickness has an exponential relationship with UCS, E, and PSS. As WI thickness increases, reduction coefficients for UCS and E rise significantly, exacerbated by the WI’s diminished strength. The WI’s dip angle significantly affects CCTB’s mechanical behavior, disrupting stress distribution and load transfer, resulting in heightened stress concentrations and structural weakening. COMSOL simulations corroborated these experimental findings, providing deeper insights into stress distribution and failure mechanisms within the CCTB structure. These findings aim to provide a theoretical basis for mitigating the impact of WI characteristics on the stability and load-bearing capacity of CCTB in future mining operations.