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Mechanical Properties and Microstructure Characterization of Heavy Metal Contaminated Mine Soils Solidified by Cement and Phosphate-based Binder
YANG Yuyou 1 * #,WU Haoliang 2,DU Yanjun 2,YI Yucheng 1
1.School of Engineering and Technology, China University of Geosciences (Beijing)
2.Institute of Geotechnical Engineering, School of Transportation, Southeast University
*Correspondence author
#Submitted by
Subject:
Funding: the National Nature Science Foundation of China (No.NSFC)), the Fundamental Research Funds for the Central Universities, China (No.No.2652015066), the Beijing Nova Program (No.No.2015B071)
Opened online:23 November 2015
Accepted by: none
Citation: YANG Yuyou,WU Haoliang,DU Yanjun.Mechanical Properties and Microstructure Characterization of Heavy Metal Contaminated Mine Soils Solidified by Cement and Phosphate-based Binder[OL]. [23 November 2015] http://en.paper.edu.cn/en_releasepaper/content/4662202
 
 
Mine soil restoration is very important for ecological environment and residents life. This paper presents a study on mine soils, from the Baoshan, Hunan province, China, contaminated with heavy metals and stabilized by using a new phosphate-based binder (KMP) and ordinary portland cement (OPC). Aiming to explore the effects of binder type, binder content (%) and curing age of contaminated soils on environmental safety and strength properties of the soils contaminated with heavy metals in the mining area, toxicity characteristic leaching procedure (TCLP), acid-neutralizing capacity (ANC) test, sequential extraction procedure (BCR), unconfined compression test (UCT), X-ray diffraction (XRD) and scanning electron microscopic (SEM) procedures were carried out. Test results showed that as the curing age was increased from 0 d to 28 d, KMP and OPC stabilized contaminated soil underwent several changes: leaching of Zn and Pb gradually reduced, ANC (β) increased, exchangeable Zn and Pb decreased, residual contents increased and strength improved. When the binder content increases from 4% to 8% at the curing age of 28 d, the concentrations of leached Zn and Pb of KMP stabilized contaminated soil decreased by 64.2% and 60.05%, respectively; its ANC (β) increased by 2.97%; its residual Zn and Pb increased by 1.41 and 3.04 times, respectively; and its strength increased by 12.28%. Meanwhile, the concentrations of leached Zn and Pb of OPC stabilized contaminated soil decreased by 67.01% and 84.03%; its ANC (β) increased by 12.97%; its residual Zn and Pb increased by 1.84 and 1.25 times respectively and its strength increased by 24.05%. At the same curing conditions and binder content, KMP stabilized contaminated soil showed a lower leached Zn and Pb content than that by OPC, a higher ANC (β) by 1.65, more residual Zn and Pb by 41.5% and 89.01% respectively and an enhanced strength by 3.48-10.21%. (10 Points, Times New Roman)
Keywords:phosphate-based binder; stabilization/solidification; heavy metal contaminated soils; mining area; environmental safety
 
 
 

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