岩土力学 ›› 2019, Vol. 40 ›› Issue (8): 3045-3053.doi: 10.16285/j.rsm.2018.0843

• 基础理论与实验研究 • 上一篇    下一篇

基于碳化-固化技术的武汉东湖淤泥 耐久性演变微观机制

王东星1,肖杰1,李丽华2,肖衡林2   

  1. 1. 武汉大学 土木建筑工程学院 岩土与结构工程安全湖北省重点实验室,湖北 武汉 430072; 2. 湖北工业大学 土木建筑与环境学院,湖北 武汉 430068
  • 收稿日期:2018-05-15 出版日期:2019-08-12 发布日期:2019-08-25
  • 通讯作者: 肖杰,男,1994年生,硕士研究生,主要从事淤泥固化等环境岩土工程研究工作。E-mail:jie-xiao@whu.edu.cn E-mail:dongxing-wang@whu.edu.cn
  • 作者简介:王东星,男,1984年生,博士(后),副教授,硕士生导师,主要从事淤泥固化和软基处理等环境岩土工程教学和研究工作。
  • 基金资助:
    国家自然科学基金(No. 51879202, No. 51609180)。

Micro-mechanism of durability evolution of sludge dredged from East Lake, Wuhan based on carbonation-solidification technique

WANG Dong-xing1, XIAO Jie1, LI Li-hua2, XIAO Heng-lin2   

  1. 1. Hubei Key Laboratory of Safety for Geotechnical and Structural Engineering, School of Civil Engineering, Wuhan University, Wuhan, Hubei 430072, China; 2. School of Civil Engineering, Architecture and Environment, Hubei University of Technology, Wuhan, Hubei 430068, China
  • Received:2018-05-15 Online:2019-08-12 Published:2019-08-25
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51879202, 51609180).

摘要: 引入活性MgO-粉煤灰固化材料,采用碳化-固化联合技术处理武汉东湖疏浚淤泥,通过无侧限抗压强度、X射线衍射、扫描电镜和压汞试验,研究持续浸水、干湿循环和冻融循环等复杂环境下碳化-固化淤泥力学性质和微观结构演变。结果表明:活性MgO-粉煤灰固化淤泥经碳化处理后具备更优异的水稳性,浸水破坏后碳化淤泥试样整体抗压强度高于固化试样,提升幅度约为29%;碳化试样强度随干湿循环次数增加呈缓慢增加趋势,而固化试样则表现为先上升后下降;随着冻融循环次数增加,碳化前后试样抗压强度变化一致,即快速达到峰值后缓慢减小至保持不变。微观分析表明:起骨架支撑作用的棱柱形碳酸镁石、起填充与黏结作用的花骨状和片状的水碳镁石和球碳镁石为主要碳化产物,骨架-填充-黏结协同作用使碳化试样强度高,水稳定性好,抗干湿冻融能力强;持续浸水促使球碳镁石和水碳镁石向碳酸镁石转化,大孔隙增多;干湿循环促使碳酸镁石向球碳镁石和水碳镁石转化;冻融作用下试样碳化产物之间无明显转化。

关键词: 疏浚淤泥, 活性MgO-粉煤灰, 碳化-固化, 耐久性, 微观机制

Abstract: The treatment process of sludge dredged from East Lake, Wuhan is improved by innovatively introducing the reactive MgO-fly ash cementing materials, based on the combined technology of carbonation-solidification. Through the unconfined compressive strength, X-ray diffraction (XRD), scanning electron microscopy (SEM) and mercury intrusion porosimetry (MIP) tests, the effect of CO2 carbonation on the mechanical properties and microstructure was investigated under water immersion, dry-wet cycles and freeze-thaw cycles. The test results indicate that solidified sludge by reactive MgO-activated fly ash has higher strength and better water stability after CO2 carbonation. After 20-day water immersion, the compressive strength of carbonated samples is about 29% higher than that of non-carbonated solidified samples. The strength of carbonated samples increases slowly with the increase of wet-dry cycles, while the strength of non-carbonated samples first increases and then decreases. The evolutions of compressive strength of carbonated and non-carbonated solidified samples agree well with each other as the freeze-thaw cycles extend, i.e. the strength increases initially, then decreases and finally keeps constant. The microscopic analysis demonstrates that the elongated prismatic hydromagnesite (skeleton construction), flower/bone-like and flaky dypingite and nesquehonite (filling and cementing) are the main carbonation products. In addition, the combined skeleton-filling-cementing effect makes the carbonated samples achieve high strength, good water stability, and strong resistance to dry-wet and freeze-thaw cycles. The continuous water immersion leads to an increasing macropores and transformation of dypingite and nesquehonite to hydromagnesite. The dry-wet cycles also induce the transformation of dypingite and nesquehonite to hydromagnesite, but there is no obvious phase transformation in carbonated samples under freeze-thaw conditions.

Key words: dredged sludge, reactive magnesia-fly ash, carbonation-solidification, durability, micro-mechanism

中图分类号: 

  • TU 447
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