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材料导报  2026, Vol. 40 Issue (8): 25030202-8    https://doi.org/10.11896/cldb.25030202
  无机非金属及其复合材料 |
固废基固化剂固化煤泥力学增强机理与路用性能研究
翁振奇1, 史哲奇1, 徐成魁1, 徐山琳1, 孙宏磊1,*, 王林均2, 蔡袁强1
1 浙江工业大学土木工程学院,杭州 310014
2 贵州民族大学土木工程学院,贵阳 550025
Solid Waste-based Solidifying Agent Enhances Coal Slime: Mechanisms and Road Performance
WENG Zhenqi1, SHI Zheqi1, XU Chengkui1, XU Shanlin1, SUN Honglei1,*, WANG Lingjun2, CAI Yuanqiang1
1 College of Civil Engineering, Zhejiang University of Technology, Hangzhou 310014, China
2 College of Civil Engineering, Guizhou Minzu University, Guiyang 550025, China
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摘要 产业产出大量煤矸石和煤泥等废弃物,亟需研发低碳、经济、高效的固化改性材料以实现煤矿副产物的高效资源化再利用。采用三元固废基GCM固化剂(GGBS-矿渣、CCR-电石渣、MK-煤基偏高岭土)对煤矿副产物煤泥进行固化处理,其中煤基偏高岭土由废弃煤矸石制备而成。通过对固化煤泥的无侧限抗压强度分析,探究了三元固废基GCM固化剂中电石渣含量、矿渣和偏高岭土含量和养护时间等因素对煤泥固化强度的影响。通过X射线衍射、扫描电镜和压汞试验分析其微观机理,发现固化煤泥强度的提高主要是矿渣水化和煤基偏高岭土聚合的协同反应。通过路用性能试验,探索固化煤泥联合煤矸石骨料用作路基的可行性。结果表明,当掺入2.5%偏高岭土、7.5%高炉矿渣、10%电石渣(均为质量分数)时,固化煤泥试件28 d无侧限抗压强度可达2 MPa。XRD和SEM分析表明,固化煤泥的强度增强是由于水化和聚合过程,形成水化硅酸钙(C-S-H)和水化硅酸铝钠(N-A-S-H)等凝胶产物,这些产物负责吸附煤泥中的黏土颗粒,从而有效地填充结构空隙。研究结果可为环保低碳固废基固化剂的开发及煤矸石、煤泥资源化利用提供理论支持。
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翁振奇
史哲奇
徐成魁
徐山琳
孙宏磊
王林均
蔡袁强
关键词:  煤矿废弃物  固废基固化剂  固化机理  力学特性  路用性能    
Abstract: The coal mining industry generates significant waste (e.g., coal gangue and slime), driving the need for low-carbon, cost-effective solidification materials to facilitate the recovery and recycling of these resources. In this work, a ternary solid waste-based solidifying agent GCM (composed of ground granulated blast furnace slag (GGBS), calcium carbide residue (CCR), and coal-based metakaolin (MK)) was used to solidify coal slime, where MK was derived from waste coal gangue. Unconfined compressive strength tests were performed to evaluate the effects of CCR, GGBS, and MK content ratios and curing time. X-ray diffraction (XRD), scanning electron microscopy (SEM), and mercury intrusion porosimetry (MIP) analyses revealed that the enhanced strength of solidified coal slime stemmed from synergistic slag hydration and MK polyme-rization, forming C-S-H and N-A-S-H gels that densified the microstructure by adsorbing clay particles and filling pores. The feasibility of using solidified coal slime mixed with coal gangue aggregates as subgrade material was explored through road performance tests. Experimental results demonstrated that at the optimal composition (2.5% MK, 7.5% GGBS, 10% CCR), the solidified slime reached a 28-day unconfined compressive strength of 2 MPa. This work may provide theoretical support for the development of low-carbon, solid waste-based solidifying agents and the sustainable utilization of coal gangue and slime.
Key words:  coal mining waste    solid waste-based solidifying agent    solidification mechanism    mechanical property    road performance
出版日期:  2026-04-25      发布日期:  2026-05-06
ZTFLH:  TU411  
基金资助: 国家自然科学基金青年科学基金(C类)(42407264);浙江省“尖兵”“领雁”研发攻关计划(2024C03127)
通讯作者:  * 孙宏磊,教授,浙江工业大学土木工程学院院长。长期从事软土与超软土地基处理、固废资源化利用、城市防灾及韧性管网方面的研究。sunhonglei@zju.edu.cn   
作者简介:  翁振奇,浙江工业大学土木工程学院助理研究员。主要从事软基处理与固废固废资源化利用等方面的研究工作。
引用本文:    
翁振奇, 史哲奇, 徐成魁, 徐山琳, 孙宏磊, 王林均, 蔡袁强. 固废基固化剂固化煤泥力学增强机理与路用性能研究[J]. 材料导报, 2026, 40(8): 25030202-8.
WENG Zhenqi, SHI Zheqi, XU Chengkui, XU Shanlin, SUN Honglei, WANG Lingjun, CAI Yuanqiang. Solid Waste-based Solidifying Agent Enhances Coal Slime: Mechanisms and Road Performance. Materials Reports, 2026, 40(8): 25030202-8.
链接本文:  
https://www.mater-rep.com/CN/10.11896/cldb.25030202  或          https://www.mater-rep.com/CN/Y2026/V40/I8/25030202
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