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硅酸盐通报 ›› 2023, Vol. 42 ›› Issue (4): 1344-1352.

所属专题: 资源综合利用

• 资源综合利用 • 上一篇    下一篇

纳米硅粉改良碱渣-矿渣固化淤泥的抗硫酸镁侵蚀性能

何俊, 管家贤, 吕晓龙, 张驰   

  1. 湖北工业大学土木建筑与环境学院,武汉 430068
  • 收稿日期:2022-11-04 修订日期:2023-01-15 出版日期:2023-04-15 发布日期:2023-04-25
  • 作者简介:何 俊(1977—),女,博士,教授。主要从事环境岩土工程方面的研究。E-mail:hjunas@163.com
  • 基金资助:
    国家自然科学基金面上项目(41772332)

Anti-MgSO4 Erosion Performance of Soda Residue-Ground Granulated Blast Furnace Slag Solidified Soil Modified by Nano-Silica

HE Jun, GUAN Jiaxian, LYU Xiaolong, ZHANG Chi   

  1. School of Civil Engineering, Architectural and Environment, Hubei University of Technology, Wuhan 430068, China
  • Received:2022-11-04 Revised:2023-01-15 Online:2023-04-15 Published:2023-04-25

摘要: 利用纳米硅粉对碱渣-矿渣固化淤泥抗硫酸镁侵蚀性能进行改良,对MgSO4溶液浸泡后的固化淤泥试样开展无侧限抗压强度、核磁共振和X射线衍射试验,研究硅粉掺量、养护龄期、浸泡时间对固化淤泥强度的影响规律及其微观机理。研究表明:在标准养护条件下,当硅粉掺量为3%(质量分数)时固化淤泥试样的孔隙体积最小,无侧限抗压强度最大,生成水化铝酸钙等产物。在MgSO4侵蚀环境下,标准养护7 d试样具有很好的抗侵蚀能力,当硅粉掺量为3%(质量分数)时固化淤泥抗MgSO4侵蚀能力最好,无侧限抗压强度随浸泡时间的增加而增大;标准养护28和60 d时,固化淤泥抗MgSO4侵蚀能力减弱。建立了固化淤泥无侧限抗压强度与硅粉掺量及浸泡时间的关系式,预测了最危险条件和最低强度。适量的纳米硅粉可增加固化淤泥中水化速度和程度,减少钙矾石的生成量及其不利影响,达到提高碱渣固化淤泥抗MgSO4侵蚀性能的目的。

关键词: 纳米硅粉, 碱渣, 海相淤泥, MgSO4侵蚀, 无侧限抗压强度, 微观结构

Abstract: Nano-silica was used to improve the anti-MgSO4 erosion performance of solidified soil with soda residue and ground granulated blast furnace slag. The unconfined compressive strength (UCS), nuclear magnetic resonance and X-ray diffraction tests were carried out on solidified soil soaked in MgSO4 solution. The influences of nano-silica content, curing time and soaking time on strength and microstructure of solidified soil were studied. The results show that the sample with 3%(mass fraction) nano-silica content shows the smallest pore volume and highest UCS, and the products such as calcium aluminate hydrate are generated under standard maintenance conditions. In MgSO4 erosion environment,the samples cured for 7 d have good erosion resistance. When the silica powder content is 3% (mass fraction), the solidified soil has the best anti-MgSO4 erosion performance, and the unconfined compressive strength increases with the increase of soaking time. For the samples cured for 28 and 60 d, theanti-MgSO4 erosion performance is weaker. The functional relationship between UCS of solidified soil and nano-silica content and soaking time is given, and the minimum UCS is predicted. Appropriate nano-silica promotes the hydration rate and degree for solidified soil and reduces the generation of ettringite and its adverse effects, which improves anti-MgSO4 erosion performance for solidified soil with soda residue.

Key words: nano-silica, soda residue, marine soft soil, MgSO4 erosion, unconfined compressive strength, microstructure

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