Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (8): 3045-3053.doi: 10.16285/j.rsm.2018.0843

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

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).

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

CLC Number: 

  • TU 447
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