Remediation of a clay soil contaminated with phenanthrene by using mixture of bentonite and cement

[EN] This paper investigates the remediation of a clay soil contaminated with phenanthrene, through a series of experimental tests. Mixtures of bentonite-cement (with bentonite to cement ratios of 1:1 and 3:1) at 20% and 30% were used as agents. Unconfined Compressive Strength (UCS) tests were perfo...

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Detalles Bibliográficos
Autores: Estabragh, A. R., Amini, Mohadeseh, Javadi, A. A., Lull, Cristina|||0000-0001-9270-2365
Tipo de recurso: artículo
Fecha de publicación:2023
País:España
Institución:Universitat Politècnica de València (UPV)
Repositorio:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
Idioma:inglés
OAI Identifier:oai:riunet.upv.es:10251/194320
Acceso en línea:https://riunet.upv.es/handle/10251/194320
Access Level:acceso abierto
Palabra clave:Bentonite
Cement
Contaminated soil
Leaching test
Phenanthrene
EDAFOLOGIA Y QUIMICA AGRICOLA
15.- Proteger, restaurar y promover la utilización sostenible de los ecosistemas terrestres, gestionar de manera sostenible los bosques, combatir la desertificación y detener y revertir la degradación de la tierra, y frenar la pérdida de diversidad biológica
Descripción
Sumario:[EN] This paper investigates the remediation of a clay soil contaminated with phenanthrene, through a series of experimental tests. Mixtures of bentonite-cement (with bentonite to cement ratios of 1:1 and 3:1) at 20% and 30% were used as agents. Unconfined Compressive Strength (UCS) tests were performed on samples with different percentages of agents and curing times. Leaching tests were also conducted on contaminated samples at different curing times by using spectrophotometer apparatus. The results indicated that using the mixtures of bentonite-cement as an agent for natural and contaminated soil leads to an increase in the strength of the soils. The results of leaching tests showed that, for a given percentage of bentonite-cement mixture with different bentonite to cement ratios, the concentration of phenanthrene decreased with increasing the curing time. The bentonite-cement ratio of 1:1 was found to be more effective than the 3:1 ratio in reducing the concentration of phenanthrene. Sensitivity analysis showed that the percentage of bentonite and curing time are more effective in the reduction of phenanthrene than the percentage of cement.