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| 1 | Creep properties and resistivity-ultrasonic-AE responses of cemented gangue backfill column under high-stress area显示文摘To investigate the creep and instability properties of a cemented gangue backfill column under a highstress area,the uniaxial compression creep tests were conducted by single-step and multi-step loading of prismatic samples made of cemented gangue backfill material(CGBM)under the high stressstrength ratio.The creep damage was monitored using an electrical resistivity device,ultrasonic testing device,and acoustic emission(AE)instrument.The results showed that the CGBM sample has a creep hardening property.The creep failure strength(CFS)is slightly larger than the uniaxial compressive strength(UCS),ranging in ratio from 108.9%to 116.5%.The instantaneous strain,creep strain,and creep rate increase with increasing stress-strength ratio in the single-step loading creep tests.The instantaneous strain and creep strain decrease first and then increase during the multi-step loading creep process.The axial creep strain of the CGBM column can be expressed by the viscoelastic-plastic creep model.Creep instability is caused by the accumulation of strain energy under multi-step loading and the continuous lateral expansion at the unconstrained middle position during the creep process.The creep stability of a CGBM column in a high-stress area can be monitored based on the variation of electrical resistivity,ultrasonic pulse velocity(UPV),and AE signals. | Hongyu Ran Yuxia Guo Guorui Feng Tingye Qi Xianjie Du | 2021 | International Journal of Mining Science and Technology2021，31，3： | 7 |
| 2 | An analytical solution to estimate the settlement of tailings or backfill slurry by considering the sedimentation and consolidation显示文摘A common and important task in mining industry is to estimate the settlement or final volume of the tailings or backfill associated with sedimentation and self-weight consolidation. Up to now however, most existing analytical solutions were developed by only considering the settlement induced by consolidation. In this paper, the process of shrinkage tests has been compared with those of sedimentation and consolidation. It was shown that the pore water and particles movement in the sedimentation are very similar to that in the normal shrinkage. The void ratio at the end of sedimentation is thus for the first time considered to be equal to the void ratio at desaturation onset of shrinkage tests. An analytical solution was then proposed to estimate the settlement of tailings or backfill by considering the sedimentation and consolidation. To validate the proposed analytical solution, tailing deposition tests were conducted in two molds to simulate the tailings impoundment and underground mine stope. The required parameters were obtained through shrinkage and consolidation tests. Good agreements were obtained between the measured settlements and those calculated by the proposed solution. The proposed solution can thus be considered as validated and used to evaluate the settlement of tailings or backfill slurry. | Jiahao Qin Jian Zheng Li Li | 2021 | International Journal of Mining Science and Technology2021，31，3： | 3 |
| 3 | 矸石块体三维形状参数自动获取方法与量化分析显示文摘为了实现对不规则矸石块体三维形状参数的自动获取以及三维形状指标的量化分析,研究块体形状对破碎矸石充填材料承载压缩力学特性的影响规律,设计了CT扫描试验并利用三维重构技术得到了不规则矸石块体的数字化三维模型,提出了基于最小包容长方体准则与遗传算法的不规则矸石块体三维形状参数自动获取方法,建立了以针度、扁平度、球形度为形状指标的不规则矸石块体三维形状特征量化表征方法,并通过具体案例对所提出方法的可行性与优越性进行了分析.结果表明:不同形状指标对矸石块体形状差异的敏感度不同,敏感度从高到低依次为针度、扁平度、球形度;矸石块体的平均针度约为1.5,平均扁平度约为0.7,平均球形度约为0.8,说明不规则矸石块体具有一定的狭长性和片状性.以10#矸石块体为例,基于本文方法所得矸石块体针度,扁平度分别为1.634,0.849,接近于传统人工测算针度平均值1.638、扁平度平均值0.839,准确度均处于95%的置信范围内. | 李俊孟 黄艳利 浦海 郭亚超 高华东 张伟光 张俊敏 | 2021 | 中国矿业大学学报2021，50，3： | 1 |
| 4 | Transparent characterization and quantitative analysis of broken gangue's 3D fabric under the bearing compression显示文摘Broken gangue has been extensively used in rockfill dams,subgrade,embankment,foundation cushion and other engineering construction.The deformation characteristics of broken gangue under the bearing compression play a decisive role in the firmness,stability and safety of these structures(buildings),and the meso-fabric change of broken gangue under the bearing compression significantly affects its macro deformation.In this study,the transparent characterization and quantitative analysis of 3D fabric of broken gangue under the bearing compression were performed through CT scanning test,image processing and 3D reconstruction technology,and the influence mechanism of internal fabric of broken gangue on its macro deformation was revealed.The results show that:In the loading stage of 0–2 MPa,the sharp corners,thin edges on the blocks and the bar-shaped and blade-shaped blocks with poor regularity are broken first under the bearing compression;in the loading stage of 2–8 MPa,a large number of larger particles in the sample are crushed in the mode of fragmentation;in the loading stage of 8–10 MPa,the breakage degree of samples is relieved.The axial displacement of the block inside the sample occurs,as well as the lateral displacement of the block converging to the central axis of the sample.In the rapid deformation stage,the macro deformation of the broken gangue is mainly caused by the rearrangement and adjustment of the block structure and the breakage of the block;in the slow deformation stage,it is mainly caused by the breakage of the block;in the stable deformation stage,it is mainly caused by the optimization and adjustment of the bearing skeleton in the sample. | Junmeng Li Yanli Huang Shenyang Ouyang Yachao Guo Huadong Gao Laiwei Wu Yibing Shi Lei Zhu | 2022 | International Journal of Mining Science and Technology2022，32，2： | 0 |
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