Auteur Charles D. Shackelford
Documents disponibles écrits par cet auteur (4)
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Article : texte imprimé
Catherine S. Hong, Auteur ; Charles D. Shackelford, Auteur ; Michael A. Malusis, Auteur |The effect of zeolite amendment for enhanced sorption capacity on the consolidation behavior and hydraulic conductivity, k, of a representative soil-bentonite (SB) backfill for vertical cutoff walls was evaluated via laboratory testing. The cons[...]
Article : texte imprimé
Jong-Beom Kang, Auteur ; Charles D. Shackelford, Auteur |The consolidation behavior of a geosynthetic clay liner (GCL) was evaluated by consolidating duplicate specimens of the GCL in a flexible-wall cell to a final effective stress, sigma[prime], of 241 kPa (35.0 psi). The hydraulic conductivity, k, [...]
Article : texte imprimé
David Castelbaum, Auteur ; Charles D. Shackelford, Auteur |The hydraulic conductivity (k) of specimens from columns containing initially dry sands mixed with bentonite slurries was measured. The mixed specimens represented a range in void ratios (0.672≤e≤3.94) and bentonite contents ( 0.61%≤BC≤7.65% , b[...]
Article : texte imprimé
Jong-Beom Kang, Auteur ; Charles D. Shackelford, Auteur |The containment function of clay barriers used for waste containment applications (e.g., landfills) can be enhanced if such clays exhibit membrane behavior or the ability to restrict the migration of solutes (e.g., contaminants). In this regard,[...]
