Acoustic emission response precursor characterization of cemented tailings backfill at different loading rates

被引:0
|
作者
Zhao, Kang [1 ,2 ]
Shi, Yichen [1 ]
Yan, Yajing [1 ]
Ma, Chao [1 ]
Liu, Yang [2 ]
Nie, Qiang [2 ]
机构
[1] Minist Ecol & Environm, Solids Waste & Chem Management Ctr, Beijing 100029, Peoples R China
[2] Jiangxi Univ Sci & Technol, Sch Civil & Surveying & Mapping Engn, Ganzhou 341000, Jiangxi, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Loading rate; Cemented tailings backfill; AE; Precursor characteristics; PASTE BACKFILL; CONCRETE; HYDRATION; EVOLUTION; MORTAR;
D O I
10.1016/j.conbuildmat.2025.141027
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Due to the increase in mining depth and the difference in the advancement speed of the mining face, the mechanical properties of the cemented tailings backfill in the mining void are often affected by a number of factors, such as complex ground stresses and violent mining disturbances. In this paper, the uniaxial compression and acoustic emission(AE) monitoring tests on the tailing sand cemented fill were carried out to analyze the characteristics of the differences in the variation of AE ring counts, acoustic emission energy, RA-AF, R value and b value under different loading rates. The results show that with the increase of loading rate, the AE ringing counts and AE energy are in a decreasing trend as a whole, and the evolution process can be divided into four phases, in which the proportion of events in the III and IV is significantly increased; There are obvious differences in the evolution of RA and AF parameters at different loading rates, but the specimens are all damaged mainly by tensile cracking, and it is noteworthy that the proportion of shear cracking increases significantly with the increase of loading rate; Under different loading rates, the trends of R value and b value are basically the same, showing an increase at the beginning of loading, while in the plastic deformation stage, R value decreases abruptly and then tends to stabilize, and the b value decreases and reaches the minimum in this stage, and then rebounds and fluctuates; the R value of the plastic deformation stage is the same as the b value of the plastic deformation stage. With the increase of loading rate, the sudden change points of R and b values are gradually close to the peak stress point, and the sudden change phenomena of R and b values can be used as the precursor response characteristics of the specimen to occur macroscopic damage. The research content of this paper has a scientific basis for the destabilization damage of mining engineering.
引用
收藏
页数:12
相关论文
共 50 条
  • [21] Research on Damage and Energy Dissipation Characteristics of Cemented Backfill under Different Loading Rates
    Hou Y.
    Yin S.
    Cao Y.
    Dai C.
    Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2020, 47 (08): : 108 - 117
  • [22] An evolutive bounding surface plasticity model for early-age cemented tailings backfill under cyclic loading
    Lu, Gongda
    Fall, Mamadou
    Yang, Zhaohuan
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2019, 117 : 339 - 356
  • [23] Acoustic emission characteristics and fracture mechanism of cemented tailings backfill under uniaxial compression: experimental and numerical study
    Aiping Cheng
    Yafeng Zhou
    Guoju Chen
    Shibing Huang
    Zuyang Ye
    Environmental Science and Pollution Research, 2023, 30 : 55143 - 55157
  • [24] Mechanical properties of cemented tailings backfill under true triaxial loading condition
    Guanghua Sun
    Yufan Feng
    Xulong Yao
    Chenyang Liu
    Chundi Ma
    Yue Wang
    Arabian Journal of Geosciences, 2022, 15 (13)
  • [25] The Compressive Behavior of Cemented Tailings Backfill under the Action of Different Curing Temperature and Age
    Cui, Lizhuang
    Wang, Yongyan
    Yu, Zhuoqun
    Zhang, Yonggang
    JOURNAL OF MINING SCIENCE, 2021, 57 (04) : 581 - 594
  • [26] Acoustic emission and fracture response characteristics of deep sandstone under different loading rates
    Wang J.
    Yuan G.
    Journal of Mining and Strata Control Engineering, 2023, 5 (04)
  • [27] Strength, acoustic, and fractal behavior of fiber reinforced cemented tailings backfill subjected to triaxial compression loads
    Xue, Gaili
    Yilmaz, Erol
    CONSTRUCTION AND BUILDING MATERIALS, 2022, 338
  • [28] Response surface methodology-based characterization and optimization of fibre reinforced cemented tailings backfill with Slag
    Sun, Kai
    Fall, Mamadou
    INTERNATIONAL JOURNAL OF MINING RECLAMATION AND ENVIRONMENT, 2023, 37 (10) : 735 - 759
  • [29] Acoustic Emission and Damage Modelling of Weakly Cemented Sandstone under Varying Loading Rates
    Jin Li
    Yongliang Li
    Xiang Zhang
    Shuai You
    Yuanyuan You
    Bo Wang
    Geotechnical and Geological Engineering, 2025, 43 (5)
  • [30] Strength Development and Microstructure Evolution of Cemented Tailings Backfill Containing Different Binder Types and Contents
    Xu, Wenbin
    Cao, Peiwang
    Tian, Mingming
    MINERALS, 2018, 8 (04)