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金属矿山 ›› 2026, Vol. 55 ›› Issue (8): 303-.

• 矿物材料 • 上一篇    

废旧轮胎纤维增强全固废胶结超细尾砂充填体的损伤本构模型

张宇栋1 吕文生2 孙雪莲3   

  1. 1.中国重型机械研究院股份公司,陕西 西安 710032;2.北京科技大学土木与资源工程学院,北京 100083; 3.中核北方铀业有限公司,辽宁 葫芦岛 125000
  • 出版日期:2026-08-15 发布日期:2026-09-08
  • 通讯作者: 吕文生(1968—),男,副教授,博士,硕士研究生导师。
  • 作者简介:张宇栋(1998—),男,助理工程师,硕士。
  • 基金资助:
    “十四五”国家重点研发计划项目(编号:2021YFC3001302)。

Damage Constitutive Model of All-Solid-Waste Cemented Ultra-Fine Tailings Backfill Reinforced with Recycled Tire Polymer Fibers

ZHANG Yudong1 LÜ Wensheng2 SUN Xuelian3   

  1. 1.China National Heavy Machinery Research Institute Co.,Ltd.,Xi′an 710032,China; 2.School of Civil and Resource Engineering,University of Science and Technology Beijing,Beijing 100083,China; 3.CNNC North Uranium Co.,Ltd.,Huludao 125000,China
  • Online:2026-08-15 Published:2026-09-08

摘要: 为降低超细尾砂充填体(CUTB)对水泥的依赖,实现低成本、低碳化充填并改善其脆性破坏特征,本研 究构建了由高炉矿渣、油页岩渣、磷石膏和电石渣组成的全固废胶凝材料(ASWB)完全替代水泥,并引入废旧轮胎纤 维(RTPF)进行增强。通过单轴抗压试验、热重分析(TG)、扫描电镜与能谱分析(SEM-EDS)等手段,系统研究了全固 废CUTB的宏观力学性能、微观结构及反应机理,并基于Weibull统计损伤理论建立了考虑损伤修正系数(m)的 RTPF-CUTB损伤本构模型。结果表明:① 全固废胶凝体系对CUTB的胶结效果显著优于普通硅酸盐水泥体系,7 d和 28 d抗压强度分别提升57.69%~196.15%和94.96%~147.90%;磷石膏可有效促进早期强度发展,但其掺量(占 ASWB质量)为5%时,28 d抗压强度达到最大值2.95 MPa。② 全固废CUTB的主要水化产物为C-(A)-S-H凝胶与 钙矾石晶体,二者形成致密的“凝胶-晶体”互锁结构,为强度提升提供了微观支撑。③ RTPF对CUTB的增强效果优 于聚丙烯纤维,当掺量为0.4%时,强度提升效果最优,较未掺纤维体系提高10.17%~13.46%。所建立的损伤本构模 型能准确描述RTPF-CUTB的损伤演化过程。本研究为超细尾砂的绿色资源化回填与充填体性能优化提供了理论与 技术依据。

关键词: 超细尾砂充填体 , 抗压强度 , 全固废胶凝材料 , 废旧轮胎纤维 , 微观结构 , 损伤本构模型

Abstract: To reduce the reliance on cement in cemented ultra-fine tailings backfill (CUTB),achieve low-cost and low carbon backfilling,and improve its brittle failure characteristics,an all-solid-waste binder (ASWB) composed of ground granu lated blast furnace slag,oil shale residue,phosphogypsum,and carbide slag was developed to completely replace ordinary Port land cement.Recycled tire polymer fibers (RTPF) were incorporated for reinforcement.The macroscopic mechanical proper ties,microstructure,and reaction mechanisms of the all-solid-waste CUTB were systematically investigated through uniaxial compressive tests,thermogravimetric analysis (TG),scanning electron microscopy with energy dispersive spectroscopy (SEM EDS),etc.Furthermore,a damage constitutive model for RTPF-CUTB,incorporating a damage correction coefficient (m),was established based on Weibull statistical damage theory.The results indicate that:① The cementitious performance of the ASWB system for CUTB is significantly superior to that of the OPC system,with 7 d and 28 d compressive strength increased by 57.69%~196.15% and 94.96%~147.90%,respectively.Phosphogypsum effectively promotes early-age strength develop ment,and the 28 d compressive strength reaches a maximum of 2.95 MPa when its dosage is 5% of the ASWB mass.② The main hydration products of the all-solid-waste CUTB are C-(A)-S-H gel and ettringite crystals,which form a dense "gel crystal" interlocking structure,providing microstructural support for strength enhancement.③ The reinforcing effect of RTPF on CUTB outperforms that of polypropylene fibers,with an optimal dosage of 0. 4%,resulting in a strength increase of 10.17%~13.46% compared to the fiber-free system.The established damage constitutive model accurately describes the dam age evolution process of RTPF-CUTB.This study provides a theoretical and technical basis for the green resource utilization of ultra-fine tailings in backfilling and the performance optimization of backfill materials.

Key words: cemented ultra-fine tailings backfill,compressive strength,all-solid-waste binder,recycled tire polymer fi bers,microstructure,damage constitutive model

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