Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids
By C. Shackelford, C. Benson, T. Katsumi, T. Edil, Ling Lin. 2000
480 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Industrial and Manufacturing Engineering
View Paper: https://www.semanticscholar.org/paper/bc50a7bc01fb84d79dc4ded083f0e81aefa719ec
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In Civil and Structural Engineering
In Industrial and Manufacturing Engineering
Citations in the corpus
- HYDRAULIC CONDUCTIVITY AND SWELL OF NONPREHYDRATED GEOSYNTHETIC CLAY LINERS PERMEATED WITH MULTISPECIES INORGANIC SOLUTIONS (2004, background): “This is especially true in bentonites w swell is constrained(e.g., needle-punched GCLs or GCLs un confining pressure) (Reeve and Ramaddoni 1965; McNeal Coleman 1966; McNeal et al. 1966; Lagerwerff et al. 1969; M and Olson 1971; Petrov and Rowe 1997; Shackelford et al. 2 Jo et al. 2001).”
- The positive effects of silica fume on the permeability, swelling pressure and compressive strength of natural clay liners (2004, background): “There are several criteria that may be used to evaluate the performance of landfill liners with respect to chemical migration (Katsumi et al., 2001; Bouazza, 2002; Shackelford et al., 2000).”