Hydraulic conductivity of GCL overlap permeated with saline solutions

Copyright © 2022 Elsevier Ltd. All rights reserved.

Bibliographische Detailangaben
Veröffentlicht in:Waste management (New York, N.Y.). - 1999. - 157(2023) vom: 15. Feb., Seite 348-356
1. Verfasser: Gastelo, Jackeline (VerfasserIn)
Weitere Verfasser: Li, Dong, Tian, Kuo, Tanyu, Burak F, Erol Guler, F
Format: Online-Aufsatz
Sprache:English
Veröffentlicht: 2023
Zugriff auf das übergeordnete Werk:Waste management (New York, N.Y.)
Schlagworte:Journal Article Review GCL overlap Geosynthetic clay liner (GCL) Geosynthetics Horizontal flow Hydraulic conductivity Vertical flow Bentonite 1302-78-9 mehr... Aluminum Silicates Calcium Chloride M4I0D6VV5M Clay T1FAD4SS2M Water 059QF0KO0R
Beschreibung
Zusammenfassung:Copyright © 2022 Elsevier Ltd. All rights reserved.
Hydraulic conductivity of the overlap region of two needle-punched sodium bentonite (Na-B) geosynthetic clay liners (GCLs) permeated with CaCl2 solutions under confining stresses of 20, 100, 250, and 500 kPa were evaluated. One of the GCLs consisted of a uniform layer of Na-B encapsulated between a nonwoven (NW) and a woven (W) geotextile, and the other one consisted of NW geotextiles on both sides. Supplemental bentonite was placed within the overlap region. Experiments were conducted with 10, 20, and 50 mM CaCl2 solutions representing dilute and aggressive leachates. The results indicate that in most of the scenarios there is a possibility that the flow is not completely vertical (meaning flow passes through the overlap region horizontally). As the confining stress increased, the horizontal flow through the overlap region for GCLs reduced effectively when permeated with deionized water and 10 mM CaCl2 solution, whereas the reduction of horizontal flow was limited to 20 mM and 50 mM CaCl2 solutions
Beschreibung:Date Completed 18.01.2023
Date Revised 18.01.2023
published: Print-Electronic
Citation Status MEDLINE
ISSN:1879-2456
DOI:10.1016/j.wasman.2022.12.028