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Microsilica-Cement Stabilization of Organic Contaminated Soil: Leaching Behaviour of Polycyclic Aromatic Hydrocarbons
Author(s) -
Soheil Ahmadi,
Saeid Gitipour,
Samaneh Marzani,
Naser Mehrdadi
Publication year - 2016
Publication title -
current world environment
Language(s) - English
Resource type - Journals
eISSN - 2320-8031
pISSN - 0973-4929
DOI - 10.12944/cwe.11.1.03
Subject(s) - leachate , cement , leaching (pedology) , contamination , environmental chemistry , portland cement , toxicity characteristic leaching procedure , soil contamination , silica fume , petrochemical , chemistry , waste management , environmental science , soil water , environmental engineering , materials science , metallurgy , heavy metals , soil science , ecology , biology , engineering
In this study, Polycyclic Aromatic hydrocarbons (PAHs) contaminated soil were collected from Ray Petrochemical industry and treated by Solidification/Stabilization (S/S) which is an effective technique for reducing the leachability of contaminants in soils. Since organic compounds interfere with cement hydration process, S/S technology will have difficulties while trying to immobilize organic contaminants. The treatment process was conducted using Portland Cement (PC) as the main binder and Microsilica (MS) as an additive to improve the effect of PC in immobilization of organic contaminants. Specimens were divided in two groups with constant cement percentage of 25% and 35%. Each group were again divided to three subgroups with 0%, 4% and 8% of MS. The efficiency of using MS in leaching behaviour of S/S samples was assessed by toxicity characteristic leaching procedure (TCLP). Lowest leach percentage of 14.66% for total PAHs in the paste contained 25% of cement and 8% of MS were obtained. The results indicated that the presence of MS in cement pastes had positive effect on reduction in concentration of contaminant in leachate.

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