杨科,张继强,何祥,等. 多源煤基固废胶结充填体力学及变形破坏特征试验研究[J]. 煤田地质与勘探,2024,52(6):102−114. DOI: 10.12363/issn.1001-1986.24.03.0188
引用本文: 杨科,张继强,何祥,等. 多源煤基固废胶结充填体力学及变形破坏特征试验研究[J]. 煤田地质与勘探,2024,52(6):102−114. DOI: 10.12363/issn.1001-1986.24.03.0188
YANG Ke,ZHANG Jiqiang,HE Xiang,et al. Experimental study on the mechanics and deformation failure characteristics of multi-source coal-based solid waste cemented backfill[J]. Coal Geology & Exploration,2024,52(6):102−114. DOI: 10.12363/issn.1001-1986.24.03.0188
Citation: YANG Ke,ZHANG Jiqiang,HE Xiang,et al. Experimental study on the mechanics and deformation failure characteristics of multi-source coal-based solid waste cemented backfill[J]. Coal Geology & Exploration,2024,52(6):102−114. DOI: 10.12363/issn.1001-1986.24.03.0188

多源煤基固废胶结充填体力学及变形破坏特征试验研究

Experimental study on the mechanics and deformation failure characteristics of multi-source coal-based solid waste cemented backfill

  • 摘要: 【目的】为研究多源煤基固废胶结充填体的力学特性及变形破坏规律,选择5种典型煤基固废,开展了煤基固废胶结充填体(Coal-Based Solid Waste Cemented Backfill,CBSWCB)的单轴压缩、声发射响应及微观结构测试试验。【方法】分析了CBSWCB单轴抗压强度的影响因素和交互作用,建立了基于交互作用的抗压强度影响因素四维空间可视化模型,结合CBSWCB的声发射及微观结构特征,阐明了单轴压缩条件下的力学演化特征及宏观变形破坏规律,从微观角度进一步论证了CBSWCB承载过程中水化反应机理及宏细观联系。【结果和结论】试验结果表明:(1)单轴抗压强度的主要影响因素是质量分数,而炉底渣掺量的影响程度最小。(2)单轴压缩下CBSWCB的宏观变形破坏由塑性、弱劈裂破坏逐渐向脆性、剪切破坏转化。(3) CBSWCB试件声发射参数演化可以分为上升期、平静期、活跃期、稳定期,声发射累计振铃计数曲线呈现明显的“阶梯状”增长,累计振铃计数在上升期和平稳期内缓慢增加,在活跃期急剧增加,在稳定期逐渐趋于平缓。(4)水泥掺量偏低以及多源煤基固废充填材料属性差异导致水化反应程度有限,水化产物数量较少是CBSWCB单轴抗压强度普遍偏低的主要原因。研究结果可为多源煤基固废用于充填开采提供一定参考依据。

     

    Abstract: Objective In order to study the mechanical properties and deformation failure laws of multi-source coal-based solid waste cemented backfill (CBSWCB), the uniaxial compression, acoustic emission response and microstructure test experiments were carried out with 5 types of typical coal-based waste. Methods The factors influencing the uniaxial compressive strength of CBSWCB, as well as their interaction, were analyzed, and a four-dimensional spatial visualization model of the factors influencing the compressive strength based on their interactions was established. Besides, the mechanical evolution characteristics and macroscopic deformation failure laws under uniaxial compression conditions were elaborated by referring to the acoustic emission and microstructure characteristics of CBSWCB. Further, the hydration mechanism of CBSWCB during the loading process and the macroscopic and microscopic relation were demonstrated from the microscopic point of view. Results and Conclusions The test results show that: (1) Mass fraction is the main factor influencing the uniaxial compressive strength, while the blending amount of furnace bottom slag has the least influence. (2) Under the uniaxial compression, the macroscopic deformation failure of CBSWCB transforms from plastic and weak splitting failure to brittle and shear failure. (3) The evolution of acoustic emission parameters of CBSWCB specimen can be divided into the rising stage, the quiet stage, the active stage and the stable stage. the cumulative ring count curve of acoustic emission shows an obvious "step-like" increase trend, with slow increasing in the rising and stable stages, sharp increasing in the active stage, and gradual leveling-off in the stable stage. (4) The low cement dosing and property difference of multi-source coal-based solid waste cemented backfills result in limited hydration, and the low number of hydration products is the main reason for the generally low uniaxial compressive strength of CBSWCB. The research results could provide a certain reference basis for the use of multi-source coal-based solid waste in cut-and-fill mining.

     

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