Hydraulic conductivity of GCL overlap permeated with saline solutions.

Gastelo, Jackeline; Li, Dong; Tian, Kuo; Tanyu, Burak F; Erol Guler, F

Gastelo, Jackeline; Li, Dong; Tian, Kuo; Tanyu, Burak F; Erol Guler, F.

Afiliación

Gastelo J; Department of Civil, Environmental and Infrastructure Engineering, George Mason University, Fairfax, VA 22030, USA. Electronic address: jgastelo@masonlive.gmu.edu.
Li D; Department of Civil, Environmental and Infrastructure Engineering, George Mason University, Fairfax, VA 22030, USA. Electronic address: dli8@gmu.edu.
Tian K; Department of Civil, Environmental and Infrastructure Engineering, George Mason University, Fairfax, VA 22030, USA. Electronic address: ktian@gmu.edu.
Tanyu BF; Department of Civil, Environmental and Infrastructure Engineering, George Mason University, Fairfax, VA 22030, USA. Electronic address: btanyu@gmu.edu.
Erol Guler F; Department of Civil, Environmental and Infrastructure Engineering, George Mason University, Fairfax, VA 22030, USA. Electronic address: fguler@gmu.edu.

Waste Manag ; 157: 348-356, 2023 Feb 15.

Article en En | MEDLINE | ID: mdl-36623345

Asunto(s)

Silicatos de Aluminio; Bentonita; Cloruro de Calcio; Arcilla; Agua

Palabras clave

GCL overlap; Geosynthetic clay liner (GCL); Geosynthetics; Horizontal flow; Hydraulic conductivity; Vertical flow

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Texto completo: 1 Colección: 01-internacional Banco de datos: MEDLINE Asunto principal: Bentonita / Silicatos de Aluminio Idioma: En Revista: Waste Manag Asunto de la revista: SAUDE AMBIENTAL / TOXICOLOGIA Año: 2023 Tipo del documento: Article

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