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dc.contributor.authorEstabragh, AR
dc.contributor.authorKholoosi, M
dc.contributor.authorGhaziani, F
dc.contributor.authorJavadi, AA
dc.date.accessioned2018-01-29T14:11:52Z
dc.date.issued2018-02-01
dc.description.abstractThis paper presents an investigation into the remediation of an anthracene-contaminated clay soil through experimental tests. Samples were prepared of uncontaminated and contaminated soil-cement with 20 and 30% cement. Unconfined compression tests (UCT) were conducted on the natural soil and on soil contaminated with anthracene. Similar tests were carried out on uncontaminated and contaminated soil-cement at various curing times. Leaching tests were also conducted on contaminated soil and contaminated soil-cement with 20 and 30% cement at various curing times by using high performance liquid chromatography (HPLC) apparatus. The results showed that adding cement to the contaminated soil increased the strength of the soil and that the amount of increase in strength was a function of the percentage of the cement and the curing time. The results of the leaching tests on the contaminated soil showed a major reduction in the concentration of anthracene. The results also indicated that adding cement to the anthracene-contaminated soil caused a reduction in the concentration of anthracene after the leaching tests and that the amount of the reduction increased with the increase in the curing time for a given cement content (20 or 30%). Increasing the percentage of cement is an important factor in the reduction of the concentration of anthracene.en_GB
dc.identifier.citationVol.144 (2)en_GB
dc.identifier.doi10.1061/(ASCE)EE.1943-7870.0001311
dc.identifier.urihttp://hdl.handle.net/10871/31224
dc.language.isoenen_GB
dc.publisherAmerican Society of Civil Engineersen_GB
dc.rights© 2017 American Society of Civil Engineers.en_GB
dc.subjectAnthraceneen_GB
dc.subjectContaminated soilen_GB
dc.subjectSoil-cementen_GB
dc.subjectLeaching testen_GB
dc.subjectConcentrationen_GB
dc.subjectCuring timeen_GB
dc.titleMechanical and Leaching Behavior of a Stabilized and Solidified Anthracene-Contaminated Soilen_GB
dc.typeArticleen_GB
dc.date.available2018-01-29T14:11:52Z
dc.identifier.issn0733-9372
dc.descriptionThis is the author accepted manuscript. The final version is available from American Society of Civil Engineers via the DOI in this recorden_GB
dc.identifier.journalJournal of Environmental Engineeringen_GB


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