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Loading rate effect on uniaxial compressive strength behavior and acoustic emission properties of cemented tailings backfill

机译:加载速率对水泥尾矿回填单轴抗压强度特性和声发射特性的影响

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摘要

To understand the quality and behavior of cemented tailings backfill (CTB) subjected to dynamic loads, the influence of change in the rate of loading should be accurately determined for an efficient mine fill design. In this study, the compressive strength behavior and acoustic emission (AE) characteristics of 180-day cured CTB samples are investigated by using four different loading rates: 50 N/s, 100 N/s, 150 N/s, and 200 N/s. Samples were prepared with the classified tailings and cementitious material of a gold mine as raw materials and subjected to the uniaxial compressive test using mechanical testing machine (GAW-2000) and AE equipment (PCI-2). Experimental results indicate that: (1) the loading rate has a strengthening effect on long-term strength behavior of CTB samples, and there is a power function between peak compressive strength of CTB samples and loading rate. The stress state of the backfill mass is "stepped" growth before the peak compressive strength, and the whole process displays a multi-cycle of "surge-steady-surge-steady"; (2) during the loading process, the ring count distribution has a regular peak-spacing effect, and the cumulative ring counts are also "stepped" and inclined to be stable. (3) With the increase of loading rate, the failure mode of CTB is a transition from tensile and shear mixing (mainly shear stress) to X-type shear failure. Ultimately, the essential findings of this experimental work will provide a scientific reference for studying the dynamic characteristics of CTB samples. (C) 2019 Elsevier Ltd. All rights reserved.
机译:要了解承受动态载荷的水泥尾矿回填(CTB)的质量和性能,应准确确定载荷速率变化的影响,以进行有效的矿山填充设计。在这项研究中,通过使用四种不同的加载速率:50 N / s,100 N / s,150 N / s和200 N / s,研究了180​​天固化的CTB样品的抗压强度行为和声发射(AE)特性。 s。使用分类为金矿的尾矿和胶凝材料为原料制备样品,并使用机械测试机(GAW-2000)和AE设备(PCI-2)进行单轴压缩测试。实验结果表明:(1)加载速率对CTB样品的长期强度行为具有增强作用,并且CTB样品的峰值抗压强度与加载速率之间具有幂函数。回填块体的应力状态在峰值抗压强度之前呈“阶梯式”增长,整个过程呈现出“喘振-喘振-喘振-稳定”的多个循环。 (2)在加载过程中,振铃次数分布具有规则的峰间距效应,并且累积的振铃次数也“呈阶梯状”并且趋于稳定。 (3)随着加载速率的增加,CTB的破坏模式是从拉伸和剪切混合(主要为剪切应力)到X型剪切破坏的过渡。最终,这项实验工作的实质性发现将为研究CTB样品的动态特性提供科学参考。 (C)2019 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2019年第20期|313-324|共12页
  • 作者单位

    Univ Sci & Technol Beijing, Sch Civil & Resources Engn, Beijing 100083, Peoples R China|Univ Sci & Technol Beijing, Minist Educ, State Key Lab High Efficient Min & Safety Met Min, Beijing 100083, Peoples R China;

    Cayeli Bakir Isletmeleri AS, Quantum Minerals Ltd 1, POB 42, TR-53200 Cayeli, Rize, Turkey;

    Univ Sci & Technol Beijing, Sch Civil & Resources Engn, Beijing 100083, Peoples R China|Univ Sci & Technol Beijing, Minist Educ, State Key Lab High Efficient Min & Safety Met Min, Beijing 100083, Peoples R China;

    KTU, Dept Min Engn, TR-61080 Trabzon, Turkey;

    Univ Sci & Technol Beijing, Sch Civil & Resources Engn, Beijing 100083, Peoples R China|Univ Sci & Technol Beijing, Minist Educ, State Key Lab High Efficient Min & Safety Met Min, Beijing 100083, Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Cemented tailings backfill (CTB); Uniaxial compressive strength (UCS); Loading rate effect; Acoustic emission; Ring counts; Failure modes;

    机译:胶结尾矿回填(CTB);单轴抗压强度(UCS);载荷率效应;声发射;环数;破坏模式;

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