Preparation and Application of Stabilizing Agents for Solidification of Heavy Metal-Contaminated Soil under Low-Temperature Conditions

Author:

Chen Yuntao12345,Wang Jiannan12345,Gao Zhongshuai6,Cui Mei7,Huang Renliang68ORCID

Affiliation:

1. CCCC Tianjin Port Engineering Institute Co., Ltd., Tianjin 300222, China

2. Key Laboratory of Port Geotechnical Engineering of the Ministry of Communication, Tianjin 300222, China

3. Key Laboratory of Port Geotechnical Engineering of Tianjin, Tianjin 300222, China

4. Key Laboratory of Geotechnical Engineering, CCCC, Tianjin 300222, China

5. First Harbor Engineering Co., Ltd. of CCCC, Tianjin 300222, China

6. School of Marine Science and Technology, Tianjin University, Tianjin 300072, China

7. State Key Laboratory of Chemical Engineering, Tianjin Key Laboratory of Membrane Science and Desalination Technology, School of Chemical Engineering and Technology, Tianjin University, Tianjin 300072, China

8. Zhejiang Institute of Tianjin University, Ningbo 315201, China

Abstract

Stabilization/solidification (S/S) is an effective method used to reduce the leaching of heavy metals from soils, which is a serious environmental problem when soil is contaminated with heavy metals. In this study, a new stabilizing agent consisting of acetate-ethylene copolymer emulsion (VAE)-hydrated calcium silicate-polycarboxylate (V-CSH-PCE), water-soluble thiourea-formaldehyde (WTF) resins, cement, and fly ash was prepared for the solidification of heavy metal-contaminated soil under low-temperature conditions. The results showed that the agents significantly enhanced the compressive properties of the soil. When 10% cement, 8% fly ash, 1.5% V-CSH-PCE, and 0.5% WTF were added, the compressive strength of the subsoil after 1 day of curing was 0.3755 MPa, which was nearly 12 times higher compared with a blank sample. Meanwhile, the leaching concentrations of Cu2+, Zn2+, Pb2+, and Cr3+ in the substrate were 2.52, 1.12, 1.32, and 0.51 mg/L, respectively, which were lower than the leaching standard of “Hazardous Waste Identification Standard Leaching Toxicity Identification (GB 5085.3-2007)”. In addition, the compressive strength of the soil after 1 day of curing at a low temperature (4 °C) was 0.2915 MPa, which was 30.9% higher compared with the soil without the V-CSH-PCE. The results showed that the cement-fly ash-(V-CSH-PCE)-WTF mixture has good application prospects in improving the compressive strength of soil and stabilizing heavy metal ions.

Funder

CCCC First Harbor Engineering Co., Ltd.

Publisher

MDPI AG

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