岩土力学 ›› 2026, Vol. 47 ›› Issue (1): 88-100.doi: 10.16285/j.rsm.2025.0472CSTR: 32223.14.j.rsm.2025.0472

• 基础理论与实验研究 • 上一篇    下一篇

不同粉煤灰掺量尾砂胶结充填体声发射与破坏预警特征研究

赵康1, 2,黄奇正2, 3,石一辰1,马超1,冯印成1,田向勤1,刘浪4   

  1. 1.生态环境部固体废物与化学品管理技术中心,北京 100029;2.江西理工大学 土木与测绘工程学院,江西 赣州 341000; 3.漳州理工职业学院,福建 漳州 363000; 4.西安科技大学 能源学院, 陕西 西安 710054
  • 收稿日期:2025-05-07 接受日期:2025-11-16 出版日期:2026-01-11 发布日期:2026-01-08
  • 作者简介:赵康,男,1980年生,博士,教授,主要从事矿山固废综合利用及生态环境修复、矿区环境污染防控管理与技术、工程岩体监测及稳定性方面的研究。E-mail: zhaok_666666@163.com
  • 基金资助:
    国家自然科学基金项目(No. 52374138, No. 52574163);国家重点研发计划资助项目(No. 2024YFC3909301)

Acoustic emission and failure early warning characteristics of cemented tailings backfill with different fly ash dosages

ZHAO Kang1, 2, HUANG Qi-zheng2, 3, SHI Yi-chen1, MA Chao1, FENG Yin-cheng1, TIAN Xiang-qin1, LIU Lang4   

  1. 1. Solids Waste and Chemicals Management Center, Ministry of Ecology and Environment, Beijing 100029, China; 2. School of Civil and Surveying & Mapping Engineering, Jiangxi University of Science and Technology, Ganzhou, Jiangxi 341000, China; 3. Zhangzhou Vocational Institute of Technology, Zhangzhou, Fujian 363000, China; 4. College of Energy Engineering, Xi’an University of Science and Technology, Xi’an, Shaanxi 710054, China
  • Received:2025-05-07 Accepted:2025-11-16 Online:2026-01-11 Published:2026-01-08
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52374138, 52574163) and the National Key Research and Development Program of China (2024YFC3909301).

摘要: 为探究粉煤灰作为胶凝材料的胶结充填体力学性能与破坏特性,对粉煤灰替代水泥量为0%、40%和100%的尾砂胶结充填体开展了单轴压缩、声发射(acoustic emission,简称AE)及扫描电镜试验。基于分形和尖点突变理论对加载过程中得到的AE参数与应变能参数分别进行研究,分析了3种不同粉煤灰掺量胶结充填体破坏过程的AE分形维数变化特性与应变能突变下的预警区间。结果表明:各粉煤灰掺量下胶结充填体试件的水化产物主要为钙矾石和无定形簇状水化硅酸钙;随粉煤灰掺量增加,水化产物生成量、紧密性及整体性均降低,试件强度呈减小趋势,而弹性模量则呈先减后增趋势;各粉煤灰掺量胶结充填体应变能突变区域均在应力峰值前,并呈现两次突变;掺量为0%和40%的试件局部破坏加剧集中于应力峰值后,整体破坏发生前分形维数呈下降趋势,预警区间位于分形维数下降区中后段;掺量为100%的试件局部破坏加剧集中于应力峰前,整体破坏发生前分形维数呈上升趋势,预警区间位于分形维数上升区前中段;粉煤灰掺量为0%、40%的胶结充填体预警区间与AE前兆特征对应性优于100%掺量的胶结充填体。研究结果可为尾砂胶结充填体的破坏预警提供理论依据。

关键词: 粉煤灰, 尾砂胶结充填体, 力学性能, 声发射, 分形维数, 预警区间

Abstract: To investigate the mechanical properties and failure characteristics of fly ash as a cementitious material, uniaxial compression, acoustic emission (AE) and scanning electron microscopy tests were carried out on the cemented tailings backfill with fly ash replacing cement at 0%, 40% and 100%. Utilizing fractal and cusp catastrophe theory, we analyzed the AE parameters and strain energy parameters obtained during the loading process. We analyzed the variation characteristics of AE fractal dimensions and the early warning intervals associated with strain energy mutations during the cementation failure process for three different fly ash dosages. The results show that the hydration products of the cemented tailings backfill for each fly ash content primarily consist of ettringite and amorphous clustered calcium silicate hydrate. As the fly ash content increases, the quantity of hydration products, compactness, and integrity decrease. The strength of the specimens exhibits a decreasing trend, while the elastic modulus initially decreases and then increases. The mutation regions in strain energy for cemented tailings backfill at each fly ash content occurred prior to the stress peak and exhibited two distinct changes. Local failure intensification in specimens with 0% and 40% fly ash content was concentrated after the stress peak. Prior to overall failure, the fractal dimension exhibited a downward trend, with the warning interval situated in the middle to later stages of the fractal dimension decrease area. Local failure in the 100% fly ash content specimens intensified and concentrated before the stress peak. The fractal dimension exhibited an upward trend prior to overall failure, with the warning interval positioned in the initial and middle sections of the fractal dimension rising zone. The early warning intervals for cements with 0% and 40% fly ash content align more closely with the precursory characteristics of AE compared to those for cemented tailings backfill with 100% fly ash content. These research findings provide a theoretical basis for early warning regarding the failure of cemented tailings backfill.

Key words: fly ash, cemented tailings backfill, mechanical property, acoustic emission, fractal dimension, early warning interval

中图分类号: TU 411
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