环境卫生工程 ›› 2025, Vol. 33 ›› Issue (1): 15-22.doi: 10.19841/j.cnki.hjwsgc.2025.01.003

• 固体废物分选与资源化利用 • 上一篇    下一篇

功能性外加剂对固废基硫铝铁系胶凝材料固化砂土的影响研究

张 爽,李敬伟,付晓丽,侯祥山,刘延慧,文传琦,王旭江,王子良,王文龙,谢 营,王 森   

  1. 1.山东大学 核科学与能源动力学院 燃煤污染物减排国家工程实验室,环境热工技术教育部工程研究中心,山东省绿色火电及碳减排重点实验室,山东省固废绿色材料工程实验室;2. 山东省水利勘测设计院有限公司
  • 出版日期:2025-03-04 发布日期:2025-03-04

Study on the Effect of Functional Admixtures on Stabilized Sandy Soil with Solid Waste-based Sulfur-aluminum-iron Cementitious Materials

ZHANG Shuang, LI Jingwei, FU Xiaoli, HOU Xiangshan, LIU Yanhui, WEN Chuanqi, WANG Xujiang, WANG Ziliang, WANG Wenlong, XIE Ying, WANG Sen   

  1. 1. Shandong Engineering Laboratory for Solid Waste Green Materials, Shandong Key Laboratory of Green Thermal Power and Carbon Reduction, Engineering Research Center of Environmental Thermal Technology of Ministry of Education, National Engineering Laboratory for Reducing Emissions from Coal Combustion, School of Nuclear Science, Energy and Power Engineering, Shandong University; 2. Shandong Survey and Design Institute of Water Conservancy Co. Ltd.
  • Online:2025-03-04 Published:2025-03-04

摘要: 在全球可持续发展愿景下,水利施工过程中产生的废弃砂质土因其结构松散、低压缩性及高渗透性等不良特性亟需改良,以期推动生态文明建设与土地资源的永续利用。采用固废基硫铝铁系胶凝材料、石膏及粒化高铝矿渣制备高性能固化剂,并探究玻纤粉、碳纳米管、树脂胶粉和油泥残渣等外加剂的影响。结果显示,加入胶凝材料及外加剂后,固化土的最大单位体积质量增加,固化砂土强度增至天然砂土的10.7倍~18.1倍,且满足二级公路底基层强度要求;此外,固化土抗渗性能优越,特别是油泥残渣-胶凝材料组合,其7 d渗透系数较单纯胶凝材料固化土降低25.0%。XRD和SEM分析揭示:钙矾石和水化硅(铝)酸钙凝胶为主要填充和胶结成分;外加剂通过碳纳米管加速水化、玻纤粉加筋、树脂胶粉黏结和油泥残渣填充黏结等机制改善固化土性能。本研究不仅为砂土在建设领域的高效利用提供方法,也为油泥热解残渣等固体废物的资源化利用开辟新途径。

关键词:  砂土固化, 外加剂, 硫铝铁系低碳胶凝材料, 资源循环利用

Abstract: Under the vision of global sustainable development, the abandoned sandy soil produced in the process of water conservancy construction needs to be improved because of its loose structure, low compressibility and high permeability, so as to promote the construction of ecological civilization and the sustainable utilization of land resources. High-performance curing agent was prepared by solid waste-based sulfur-aluminum-iron cementitious materials, gypsum and granulated high-alumina slag, and the effects of additives such as glass fiber powder, carbon nanotubes, resin rubber powder and oil sludge residue were explored. The results showed that after adding cementitious materials and additives, the maximum unit volume mass of solidified soil increased, and the strength of solidified soil increased to 10.7 to 18.1 times that of natural sandy soil, which met the strength requirements of secondary highway subbase. In addition, the impermeability of solidified soil had excellent performance, especially the combination of oil sludge residue and cementitious materials, and its 7 d permeability coefficient was reduced by 25% compared with that of simple cementitious materials solidified soil. XRD and SEM analysis revealed that ettringite and hydrated calcium silicate gel were the main filling and cementing components. Admixtures could improve the properties of solidified soil through mechanisms such as accelerated hydration of carbon nanotubes, reinforcement of glass fiber powder, bonding of resin powder and filling and bonding of oil sludge residue. This study not only provides a method for the efficient utilization of sand in the construction field, but also opens up a new way for the resource utilization of solid waste such as pyrolysis residue of oil sludge.

Key words: sandy soil solidification, admixtures, sulfur-aluminum-iron low-carbon cementitious materials, recycling of resources

No related articles found!
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!
版权所有 © 天津市城市管理研究中心
津ICP备2022007900号-1   津公网安备 12010302000952号   中央网信办违法和不良信息举报中心
地址:天津市河西区围堤道107号    邮政编码: 300201
电话: 022-28365069 传真: 022-28365080 E-mail: csglwyjs10@tj.gov.cn
本系统由北京玛格泰克科技发展有限公司设计开发