Chemico-osmotic efficiency of a geosynthetic clay liner
By Michael A. Malusis, C. Shackelford. 2002
160 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Electrical and Electronic Engineering, Industrial and Manufacturing Engineering
View Paper: https://www.semanticscholar.org/paper/ae16dbdf3b58ff4a2e087e10776f3085d27f9119
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In Civil and Structural Engineering
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Citations in the corpus
- Flow and transport through clay membrane barriers (2003, background): “This implicit solute restriction results from the correlation between x and D* (Malusis and Shackelford, 2002c). For example, consider the data shown in Fig. 10 based on D* and x values from the test results reported by Malusis et al. (2001) for the same GCL for which the data in Fig.”
- Fickian diffusion of radionuclides for engineered containment barriers: Diffusion coefficients, porosities, and complicating issues (2013, methodology): “(16) and (19), where Do was taken as 19.93×10−10 m2/s for KCl at 25 °C, i.e., since the measured values for D* represented those at steady-state diffusion of KCl (Malusis and Shackelford, 2002a).”