Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (11): 3083-3093.doi: 10.16285/j.rsm.2021.2187

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Strength and damage characteristics of tailings filling body with different particle size distributions

JIN Ai-bing1, 2, WANG Jie1, 2, CHEN Shuai-jun1, 2, LI Hai1, 2   

  1. 1. Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mine, University of Science and Technology Beijing, Beijing 100083, China; 2. School of Civil and Resources Engineering, University of Science and Technology Beijing, Beijing 100083, China
  • Received:2021-12-28 Revised:2022-07-16 Online:2022-11-11 Published:2022-11-29
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51804018, 52174106).

Abstract:

To explore the influence of tailings particle size distribution on strength and damage characteristics of filling body, uniaxial compression, scanning electron microscopy, and digital image correlation (DIC) tests were carried out on the filling body composed of ultrafine tailings (median particle size D50=10.1 μ m), fine tailings (D50=37.1 μ m), and coarse tailings (D50= 121.31 μ m), and the strength and microstructure characteristics were analyzed. Based on the cusp mutation theory, the damage identification index of the filling body was established using wavelet packet technology, and the damage characteristics of the filling body were quantitatively analyzed. The results reveal that the strength and elastic modulus of the filling body first increase and then decrease with the increase of D50, but the influence of tailings particle diameter on the strength and elastic modulus of the filling body is reduced with the increase of slurry concentration. Compared with the ultrafine and coarse tailings filling body, the coarse and fine particles of the fine tailings backfill are more closely combined, and its porosity is the lowest and microstructure compactness is the best. The energy change rate (ECR) mutation point is defined as the threshold of the backfill specimen damage mutation, which is used to distinguish the stable damage stage and the accelerated damage stage of the specimen, and the damage mutations of the ultrafine, fine, and coarse tailings filling body occur when their stresses reach 92.83%, 92.31%, and 72.93% of the corresponding peak stresses. With the increase of D50, the failure mode of the backfill changes from shear failure to tensile failure, with the ECR increasing from 20.65% to 28.25%, and the damage degree is gradually aggravated. The research results lay the foundation for improving the particle gradation of mine tailings and enhancing the strength of filling body.

Key words: particle size of tailings, digital image correlation (DIC), wavelet packet energy spectrum analysis, micro damage identification index, cusp mutation theory

CLC Number: 

  • TU 441
[1] ZHANG Dong-xiao, GUO Wei-yao, ZHAO Tong-bin, GU Xue-bin, CHEN Le-xin, . Experimental study on directional propagation of rock type-Ⅰ crack [J]. Rock and Soil Mechanics, 2022, 43(S2): 231-244.
[2] QI Fei-fei, ZHANG Ke, XIE Jian-bin, . Fracturing mechanism of rock-like specimens with different joint densities based on DIC technology [J]. Rock and Soil Mechanics, 2021, 42(6): 1669-1680.
[3] JIN Ai-bing, WANG Shu-liang, WANG Ben-xin, SUN Hao, CHEN Shuai-jun, ZHU Dong-feng, . Fracture mechanism of specimens with 3D printing cross joint based on DIC technology [J]. Rock and Soil Mechanics, 2020, 41(12): 3862-3872.
[4] JIN Ai-bing, WANG Shu-liang, WANG Ben-xin, SUN Hao, ZHAO Yi-qing, . Study on the fracture mechanism of 3D-printed-joint specimens based on DIC technology [J]. Rock and Soil Mechanics, 2020, 41(10): 3214-3224.
[5] WANG Zhi-jie, FELIX JACOBS, MARTIN ZIEGLER,. Influence of geogrid transverse members on strength and deformation behavior of reinforced granular soil [J]. , 2017, 38(8): 2234-2240.
[6] DU Meng-ping, PAN Peng-zhi JI Wei-wei ZHANG Zhen-hua GAO Yao-hui . Time-space laws of failure process of carbonaceous shale in Brazilian split test [J]. , 2016, 37(12): 3437-3446.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YAO Yang-ping, HOU Wei. Basic mechanical behavior of soils and their elastoplastic modeling[J]. , 2009, 30(10): 2881 -2902 .
[2] XU Jin-ming, QIANG Pei, ZHANG Peng-fei. Texture analysis of photographs of silty clay[J]. , 2009, 30(10): 2903 -2907 .
[3] XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, JIANG Quan, ZHANG Chuan-qing. Rock failure mechanism and true triaxial experimental study of specimens with single structural plane under three-dimensional stress[J]. , 2009, 30(10): 2908 -2916 .
[4] SHI Yu-ling, MEN Yu-ming, PENG Jian-bing, HUANG Qiang-bing, LIU Hong-jia. Damage test study of different types structures of bridge decks by ground-fissure[J]. , 2009, 30(10): 2917 -2922 .
[5] XIA Dong-zhou, HE Yi-bin, LIU Jian-hua. Study of damping property and seismic action effect for soil-structure dynamic interaction system[J]. , 2009, 30(10): 2923 -2928 .
[6] XU Su-chao, FENG Xia-ting, CHEN Bing-rui. Experimental study of skarn under uniaxial cyclic loading and unloading test and acoustic emission characteristics[J]. , 2009, 30(10): 2929 -2934 .
[7] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[8] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[9] YI Jun, JIANG Yong-dong, XUAN Xue-fu, LUO Yun, ZHANG Yu. A liquid-solid dynamic coupling modelof ultrasound enhanced coalbed gas desorption and flow[J]. , 2009, 30(10): 2945 -2949 .
[10] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .