Full metadata record
DC Field | Value | Language |
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dc.contributor.author | Panthi, Gayatri | - |
dc.contributor.author | 최재영 | - |
dc.contributor.author | Jeong, Seung-Woo | - |
dc.date.accessioned | 2024-01-19T14:00:54Z | - |
dc.date.available | 2024-01-19T14:00:54Z | - |
dc.date.created | 2022-01-25 | - |
dc.date.issued | 2021-09 | - |
dc.identifier.issn | 2076-3417 | - |
dc.identifier.uri | https://pubs.kist.re.kr/handle/201004/116496 | - |
dc.description.abstract | Arsenic in the soil can leach into groundwater and contaminate drinking water, posing a serious risk to human health. The stabilization of arsenic in contaminated soil is one of the immobilization technologies used to remediate contaminated lands. However, few studies have evaluated the long-term release of As and pH changes in stabilized soils. We compared different stabilization techniques in the field by mixing contaminated soil with 5% of either acid mine drainage sludge (AMDS), coal mine drainage sludge (CMDS), steel slag, or cement. We evaluated the results using an up-flow percolation column test to observe any pH changes and As releases from the stabilized soils up to a liquid-solid (L/S) ratio of 50 (approximately representing a 50 year period). At the initial stage of percolation (at an L/S ratio of 0.2 or 0.2 of a year of exposure), some alkaline components and any incompletely bound As in the soils washed out with the eluent. The pH of the cement-stabilized soil was approximately 12 throughout the experiment (up to 50 L/S). Adding stabilizers to the soil reduced As leaching by 54-81% (overall efficiency) compared to the control (contaminated soil only). The order of stabilization efficiency was: steel slag (55.0%) < AMDS (74.3%) < cement (78.1%) < CMDS (81.5%). This study suggests that the groundwater of the stabilized soil should be carefully monitored for the initial five years because the soluble ionic species can leach over this period. | - |
dc.language | English | - |
dc.publisher | MDPI | - |
dc.title | Evaluation of Long-Term Leaching of Arsenic from Arsenic Contaminated and Stabilized Soil Using the Percolation Column Test | - |
dc.type | Article | - |
dc.identifier.doi | 10.3390/app11177859 | - |
dc.description.journalClass | 1 | - |
dc.identifier.bibliographicCitation | APPLIED SCIENCES-BASEL, v.11, no.17 | - |
dc.citation.title | APPLIED SCIENCES-BASEL | - |
dc.citation.volume | 11 | - |
dc.citation.number | 17 | - |
dc.description.isOpenAccess | Y | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.identifier.wosid | 000694139900001 | - |
dc.identifier.scopusid | 2-s2.0-85114110164 | - |
dc.relation.journalWebOfScienceCategory | Chemistry, Multidisciplinary | - |
dc.relation.journalWebOfScienceCategory | Engineering, Multidisciplinary | - |
dc.relation.journalWebOfScienceCategory | Materials Science, Multidisciplinary | - |
dc.relation.journalWebOfScienceCategory | Physics, Applied | - |
dc.relation.journalResearchArea | Chemistry | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalResearchArea | Materials Science | - |
dc.relation.journalResearchArea | Physics | - |
dc.type.docType | Article | - |
dc.subject.keywordPlus | ROAD CONSTRUCTION | - |
dc.subject.keywordPlus | BOTTOM ASH | - |
dc.subject.keywordPlus | PH | - |
dc.subject.keywordPlus | INCINERATION | - |
dc.subject.keywordPlus | PERFORMANCE | - |
dc.subject.keywordPlus | BEHAVIOR | - |
dc.subject.keywordAuthor | As-contaminated soil | - |
dc.subject.keywordAuthor | stabilization | - |
dc.subject.keywordAuthor | percolation test | - |
dc.subject.keywordAuthor | L | - |
dc.subject.keywordAuthor | S ratio | - |
dc.subject.keywordAuthor | TCLP | - |
dc.subject.keywordAuthor | leaching | - |
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