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隧道与地下工程灾害防治
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盾构渣土基陶粒改性制备、微观表征及性能调控
李春林1,王旌2,3,熊逸凡4,5,张雅铭2,3,于啸2,3,江浩2,3*,张益杰2,3,韩学成2,3
(1.济南城市建设集团有限公司,山东 济南 250014;
2.山东大学隧道工程灾变防控与智能建养全国重点实验室,山东 济南 250061;
3.山东大学齐鲁交通学院,山东 济南 250002;
4.中铁第四勘察设计院集团有限公司,湖北 武汉 430063;
5.水下隧道技术国家地方联合工程研究中心,湖北 武汉 430063)
Modified preparation, microscopic characterization, and performance regulation of shield muck-based ceramsite
Li Chunlin1,Wang Jing2,3, Xiong Yifan4,5, Zhang Yaming2,3,Yu Xiao2,3,Jiang Hao2,3*, Zhang Yijie2,3,Han Xuecheng2,3
(1.Jinan City Construction Group Co., Ltd., Jinan 250014, Shandong, China;
2. State Key Laboratory for Tunnel Engineering,Shandong University, Jinan 250061, Shandong, China;
3.School of Qilu Transportation, Shandong University, Jinan 250002, Shandong, China;
4.China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430063, Hubei, China;
5.National-Local Joint Engineering Research Center of Underwater Tunnelling Technology, Wuhan 430063, Hubei, China)
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摘要 盾构法施工产生的大量渣土堆置易引发土地资源占用、扬尘污染及滑坡等环境与安全问题。现有渣土陶粒研究多聚焦单一配方,对粉煤灰、秸秆等不同外加剂的改性作用规律及微观性能调控机理缺乏系统剖析。本研究以济泺路穿黄隧道盾构渣土为主要原料,分别引入粉煤灰、秸秆作为外加剂,制备纯渣土、粉煤灰复合、秸秆复合3类陶粒,系统探究烧结温度、时间及材料配比对陶粒烧失量、堆积密度、筒压强度等性能的影响规律,结合扫描电子显微镜(scanning electron microscope, SEM)、能谱仪(energy dispersive spectroscopy, EDS)及核磁共振孔隙测试揭示微观结构与性能的内在关联。结果表明,纯渣土陶粒在1 100 ℃烧结、小粒径(≤10 mm)时筒压强度最优(10.8 MPa);质量分数50%的粉煤灰复合陶粒在900~1 100 ℃区间力学性能突出(18.2 MPa);质量分数10%的秸秆复合陶粒可在250 ℃、20 min低温条件下成型,吸水率达27.69%。3类陶粒微观结构差异显著,分别呈致密、胶凝均匀、松散多孔特征,元素组成与原料及烧结工艺密切相关。本研究为盾构渣土资源化利用提供了新路径。
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李春林
王旌
熊逸凡
张雅铭
于啸
江浩
张益杰
韩学成
关键词:  盾构渣土  陶粒  微观结构  性能优化  烧结工艺    
Abstract: The stockpiling of massive muck produced by shield tunnelling construction easily triggers a series of environmental and safety problems, including land resource occupation, dust pollution and slope sliding. Most existing studies on ceramsite prepared from shield tunnelling muck focus merely on single formulation schemes, while systematic analyses on the modification laws of different admixtures (e.g., fly ash and straw) and their microstructural regulation mechanisms are still insufficient. In this research, shield muck sourced from the Jiluo Road Yellow River Tunnel Project was adopted as the primary raw material. Fly ash and straw were separately incorporated as admixtures to fabricate three types of ceramsite, namely pure muck ceramsite, fly ash composite ceramsite and straw composite ceramsite. The effects of sintering temperature, holding time and material proportion on the key properties of the prepared ceramsite, including loss on ignition (LOI), bulk density and compressive strength, were systematically investigated,combined with scanning electron microscopy (SEM), energy dispersive spectroscopy (EDS) and nuclear magnetic resonance (NMR) pore tests, to reveal the internal correlation between the microstructural characteristics and macroscopic performance. The results showed that the pure muck ceramsite achieved the optimal compressive strength of 10.8 MPa at a sintering temperature of 1 100 °C with a particle size of no more than 10 mm. The fly ash composite ceramsite with a fly ash content of 50 wt% delivered excellent mechanical performance with a compressive strength of 18.2 MPa within the sintering temperature range of 900~1 100 °C. In addition, the straw composite ceramsite with a straw content of 10 wt% could be successfully formed at a low temperature of 250 °C for a holding time of 20 min, with a water absorption rate of 27.69%. The three types of ceramsite exhibit distinctly different microstructures, which were characterized by dense structure, uniform cementitious structure and loose porous structure, respectively. The elemental composition was closely correlated with raw material components and sintering process parameters. This research provides a novel technical approach for the resource utilization of shield tunnelling muck. 
Key words:  shield muck    ceramsite    microstructure    performance optimization    sintering process
收稿日期:  2026-04-21      修回日期:  2026-06-17      发布日期:  2026-07-29     
中图分类号:  U45  
  U25  
基金资助: 新高校20条高层次创新团队(自主培养)资助项目(202534007) ;济南城市建设集团有限公司科技开发计划资助项目(2020W003);中铁第四勘察设计院集团有限公司科技研究资助项目(TSYSDY-JLLCHSD[2020]-02)
通讯作者:  江浩(1991—),男,山东沂水人,工程师,博士研究生,主要研究方向为盾构智能建造与灾害防控。    E-mail:  202085009015@sdu.edu.cn
作者简介:  李春林(1986—),男,山东莱西人,高级工程师,主要研究方向为工程建设。E-mail:lichunlin0212@126.com
引用本文:    
李春林, 王旌, 熊逸凡, 张雅铭, 于啸, 江浩, 张益杰, 韩学成. 盾构渣土基陶粒改性制备、微观表征及性能调控[J]. 隧道与地下工程灾害防治, .
Li Chunlin, Wang Jing, Xiong Yifan, Zhang Yaming, Yu Xiao, Jiang Hao, Zhang Yijie, Han Xuecheng. Modified preparation, microscopic characterization, and performance regulation of shield muck-based ceramsite. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1-11.
链接本文:  
[1] 鱼志鸿, 杨大勇, 章定文, 冯硕. 深圳地铁13号线盾构渣土绿色循环利用技术[J]. 隧道与地下工程灾害防治, 2022, 4(4): 100-106.
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