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Solidification/Stabilization of Arsenic Contaminated Soil Using Cement-Based Synthesized Materials  

Kim, Ran (한양대학교 일반대학원 건설환경공학과)
YHong, Seong Hyeok (한양대학교 일반대학원 건설환경공학과)
Jung, Bahng Mi (한양대학교 환경공학연구소)
Chae, Hee Hun ((주)현대건설 연구개발본부)
Park, Joo Yang (한양대학교 일반대학원 건설환경공학과)
Publication Information
Journal of the Korean GEO-environmental Society / v.13, no.2, 2012 , pp. 59-65 More about this Journal
Abstract
Solidification/Stabilization(S/S) is one of the remediation technologies that have been applied for treating inorganic hazardous wastes. This study investigated the reduction of arsenic concentration of arsenic-contaminated soil using by S/S. The binder plays a role in controlling the mobility and solubility of the contaminants in S/S process, so it is important to determine the optimum binder content. Therefore, this study evaluated the effectiveness of S/S using four different binders(cement, zero valent iron, and monosulfate and ettringite(cement-based synthesized materials) at the binder content ranged between 5%(wt.) and 20%(wt.). The leachability of arsenic in 1 N HCl was different depending on the types of binders: cement(71.41%) > monosulfate(47.45%) > ettringite(46.36%) > ZVI(33.08%) at the binder content of 20%. Additionally, three kinds of a mixture binder were prepared using cement and additives(monosulfate, ettringite, calcium sulfoaluminate(CSA)) and tested for arsenic reduction. The highest arsenic removal capacity was found at the mass ratio of cement to the additive, 4:1 in all experiments using a mixture binder, regardless of the additives types. A mixture binder(cement and additives) resulted in higher arsenic removal relative to the arsenic removal when cement was used alone.
Keywords
Solidification/Stabilization (S/S); Arsenic; Cement hydration; Monosulfate; Ettringite; Cement hydration materials(C-S-H, C-S-A);
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