岩土力学 ›› 2025, Vol. 46 ›› Issue (7): 2039-2048.doi: 10.16285/j.rsm.2024.1266CSTR: 32223.14.j.rsm.2024.1266

• 基础理论与实验研究 • 上一篇    下一篇

纳米改性地聚合物隔离墙材料基本工程特性及冻融循环耐久性研究

刘文林1,鄂天龙1,冯杨州1,牛松荧2,张子堂1,孙熠2,陈宏信2,3   

  1. 1.国网甘肃省电力公司电网建设事业部,甘肃 兰州 730070;2.同济大学 地下建筑与工程系,上海 200092; 3.同济大学 岩土及地下工程教育部重点实验室,上海 200092
  • 收稿日期:2024-10-14 接受日期:2025-01-09 出版日期:2025-07-10 发布日期:2025-07-08
  • 通讯作者: 陈宏信,男,1987年生,博士,教授,主要从事环境岩土方面的教学和研究工作。E-mail: chenhongxin@tongji.edu.cn
  • 作者简介:刘文林,男,1989年生,硕士,工程师,主要从事环境岩土方面研究工作。E-mail: 714874751@qq.com
  • 基金资助:
    国家重点研发计划项目(No. 2023YFC3707900,No. 2022CSJGG1202);国家自然科学基金面上项目(No. 42277148,No. 42477183)。

Basic properties and freeze-thaw durability of nano-modified geopolymer cutoff wall materials

LIU Wen-lin1, E Tian-long1, FENG Yang-zhou1, NIU Song-ying2, ZHANG Zi-tang1, SUN Yi2, CHEN Hong-xin2, 3   

  1. 1. Power Grid Construction Division of State Grid Gansu Electric Power Company, Lanzhou, Gansu 730070, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 3. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China
  • Received:2024-10-14 Accepted:2025-01-09 Online:2025-07-10 Published:2025-07-08
  • Supported by:
    This work was supported by the National Key Research and Development Program of China (2023YFC3707900, 2022CSJGG1202) and the Gerenal Project of National Natural Science Foundation of China (42277148, 42477183).

摘要: 纳米材料改性能够显著提升工程材料的力学特性与腐蚀环境下的强度耐久性,但纳米改性对地聚合物隔离墙材料基本特性以及冻融循环作用下耐久性的影响尚不明确。采用纳米二氧化硅(nano silica,简称NS)以及氧化石墨烯(graphene oxide,简称GO)两种纳米材料对粉煤灰基地聚合物进行改性,系统测试了材料的坍落度、水化热、渗透系数以及抗压强度,分析了纳米材料种类及掺量对隔离墙材料基本特性的影响规律;通过冻融循环试验研究了纳米改性对地聚合物隔离墙材料耐久性的影响。结合傅里叶变换红外光谱分析、扫描电子显微镜测试以及压汞试验,揭示了纳米材料的改性机制。研究结果表明,纳米材料掺入会使渗透系数相比未改性前增大,随着NS掺量的提高,纳米颗粒填充材料孔隙使渗透系数降低,而GO掺量的增加会加速地聚合反应从而降低材料渗透系数。NS通过微集料效应细化孔隙结构以及纳米核效应诱导二次水化产物填充裂缝,减缓冻融循环对材料的破坏速度,提升了材料的冻融循环抗渗耐久性。GO的加入导致冻融循环过程中GO纳米片以及与其桥联的地聚合凝胶同时发生剥落,形成区域性破坏,对材料结构影响显著,降低了冻融循环抗渗耐久性。

关键词: 隔离墙, 地聚合物, 纳米材料, 渗透系数, 冻融循环

Abstract: Nanomaterial modification can significantly enhance the mechanical properties and durability of engineering materials. However, its impact on the basic properties of geopolymer cutoff wall materials and their durability under freeze-thaw cycles remains unclear. In this study, fly ash-based geopolymer was modified with nano-silica (NS) and graphene oxide (GO). The slump, heat of hydration, hydraulic conductivity, and compressive strength of the materials were systematically tested to assess the effects of nanomaterial type and content on the basic properties of cutoff wall materials. Furthermore, freeze-thaw cycling test was conducted to evaluate the durability of geopolymer. Fourier-transform infrared spectroscopy (FTIR), scanning electron microscopy (SEM), and mercury intrusion porosimetry (MIP) were used to explore the modification mechanisms. Results showed that the addition of nanomaterials resulted in an increase in hydraulic conductivity compared to unmodified samples. As NS content increased, the nanomaterial filled the pores, reducing hydraulic conductivity. GO addition, on the other hand, accelerated geopolymerization, further lowering the permeability. NS improved freeze-thaw resistance by refining the pore structure through micro-aggregate effect and inducing secondary hydration products that filled cracks, thus slowing down material degradation during freeze-thaw cycles. However, GO addition caused exfoliation of nanosheets and associated geopolymer gels during freeze-thaw cycles, resulting in localized structural damage and reducing freeze-thaw durability and impermeability.

Key words: cutoff wall, geopolymer, nanomaterial, hydraulic conductivity, freeze-thaw cycles

中图分类号: TU449
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