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Physical, Chemical and Biological Characterization of Six Biochars Produced for the Remediation of Contaminated Sites
Published on: November 28, 2014
GMCs stabilized/solidified Pb/Zn contaminated soil under different curing temperature: Physical and microstructural
Fei Wang1, Zhengtao Shen2, Rongqin Liu1
1Institute of Geotechnical Engineering, School of Transportation, Southeast University, Nanjing, 210096, China.
Granulated ground blast furnace slag (GGBS)-MgO-CaO (GMCs) effectively stabilizes lead/zinc contaminated soil. This soil remediation method improves strength and reduces contaminant leaching, meeting environmental standards.
Area of Science:
- Geotechnical Engineering
- Environmental Science
- Materials Science
Background:
- Soil contamination with heavy metals like lead (Pb) and zinc (Zn) poses significant environmental risks.
- Stabilization/Solidification (S/S) is a common technique for soil remediation, improving physical properties and immobilizing contaminants.
- Granulated ground blast furnace slag (GGBS)-MgO-CaO (GMCs) offers a potential solution for treating Pb/Zn contaminated soils.
Purpose of the Study:
- To investigate the physical and microstructural characteristics of Pb/Zn contaminated soil treated with GMCs.
- To evaluate the effectiveness of GMCs in improving the unconfined compressive strength (UCS) and leachability of contaminated soil.
- To understand the immobilization mechanisms of Pb and Zn within the S/S matrix.
Main Methods:
- Treatment of Pb/Zn contaminated soil using varying proportions of GMCs (5%-15%).
- Curing of treated soil samples at different temperatures (5°C, 21°C, 45°C) and times (7 and 28 days).
- Analysis of physical properties (UCS) and microstructural characteristics (XRD, SEM) of the stabilized soil.
Main Results:
- The primary hydration products were calcium silicate hydrate (C-S-H) and hydrotalcite-like gels (Ht), crucial for soil strength.
- Increased GMC proportion, curing time, and temperature generally enhanced UCS and reduced leachability.
- Most mixes met the US EPA criterion for compressive strength (0.35 MPa).
- Pb and Zn were immobilized through precipitation and adsorption onto C-S-H, with Zn also incorporated into C-S-H and Ht structures.
- Higher Pb/Zn concentrations negatively impacted soil strength, with Pb generally causing a greater reduction than Zn/Pb mixtures.
Conclusions:
- GMCs are effective in stabilizing Pb/Zn contaminated soil, improving mechanical properties and contaminant immobilization.
- The hydration process, influenced by GMC proportion, curing time, and temperature, is key to the S/S performance.
- The study demonstrates the potential of GMCs for environmentally sound remediation of heavy metal-polluted soils.
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