| Chemico-osmotic efficiency of a geosynthetic clay liner MA Malusis, CD Shackelford Journal of Geotechnical and Geoenvironmental Engineering 128 (2), 97-106, 2002 | 212 | 2002 |
| Coupling effects during steady-state solute diffusion through a semipermeable clay membrane MA Malusis, CD Shackelford Environmental Science & Technology 36 (6), 1312-1319, 2002 | 173 | 2002 |
| Flow and transport through clay membrane barriers MA Malusis, CD Shackelford, HW Olsen Engineering Geology 70 (3-4), 235-248, 2003 | 167 | 2003 |
| A laboratory apparatus to measure chemico-osmotic efficiency coefficients for clay soils MA Malusis, CD Shackelford, HW Olsen Geotechnical Testing Journal 24 (3), 229-242, 2001 | 150 | 2001 |
| Hydraulic conductivity and compressibility of soil-bentonite backfill amended with activated carbon MA Malusis, EJ Barben, JC Evans Journal of geotechnical and geoenvironmental engineering 135 (5), 664-672, 2009 | 135 | 2009 |
| Consolidation and hydraulic conductivity of zeolite-amended soil-bentonite backfills CS Hong, CD Shackelford, MA Malusis Journal of Geotechnical and Geoenvironmental Engineering 138 (1), 15-25, 2012 | 117 | 2012 |
| Chemical compatibility of model soil-bentonite backfill containing multiswellable bentonite MA Malusis, MD McKeehan Journal of Geotechnical and Geoenvironmental Engineering 139 (2), 189-198, 2013 | 98 | 2013 |
| Theory for reactive solute transport through clay membrane barriers MA Malusis, CD Shackelford Journal of Contaminant Hydrology 59 (3-4), 291-316, 2002 | 88 | 2002 |
| Electrical conductivity breakthrough curves CD Shackelford, MA Malusis, MJ Majeski, RT Stern Journal of geotechnical and geoenvironmental engineering 125 (4), 260-270, 1999 | 83 | 1999 |
| Enhanced bentonites for containment of inorganic waste leachates by GCLs J Scalia IV, GL Bohnhoff, CD Shackelford, CH Benson, KM Sample-Lord, ... Geosynthetics International 25 (4), 392-411, 2018 | 81 | 2018 |
| Influence of adsorption on phenol transport through soil–bentonite vertical barriers amended with activated carbon MA Malusis, JE Maneval, EJ Barben, CD Shackelford, ER Daniels Journal of contaminant hydrology 116 (1-4), 58-72, 2010 | 75 | 2010 |
| Hydraulic conductivity of model soil–bentonite backfills subjected to wet–dry cycling MA Malusis, S Yeom, JC Evans Canadian Geotechnical Journal 48 (8), 1198-1211, 2011 | 74 | 2011 |
| Predicting solute flux through a clay membrane barrier MA Malusis, CD Shackelford Journal of Geotechnical and Geoenvironmental Engineering 130 (5), 477-487, 2004 | 71 | 2004 |
| Restricted salt diffusion in a geosynthetic clay liner MA Malusis, JB Kang, CD Shackelford Environmental Geotechnics 2 (2), 68-77, 2015 | 65 | 2015 |
| Clay membrane behavior for geoenvironmental containment CD Shackelford, MA Malusis, HW Olsen Soil and rock America conference 1, 767-774, 2003 | 52 | 2003 |
| Prediction of earth pressures in soil-bentonite cutoff walls DG Ruffing, JC Evans, MA Malusis GeoFlorida 2010: Advances in Analysis, Modeling & Design, 2416-2425, 2010 | 50 | 2010 |
| Critical review of coupled flux formulations for clay membranes based on nonequilibrium thermodynamics MA Malusis, CD Shackelford, JE Maneval Journal of Contaminant Hydrology 138, 40-59, 2012 | 48 | 2012 |
| A miniature cone for measuring the slump of soil-bentonite cutoff wall backfill MA Malusis, JC Evans, MH McLane, NR Woodward Geotechnical Testing Journal 31 (5), 373-380, 2008 | 47 | 2008 |
| Membrane efficiency and diffusive tortuosity of a dense prehydrated geosynthetic clay liner MA Malusis, AS Daniyarov Geotextiles and Geomembranes 44 (5), 719-730, 2016 | 40 | 2016 |
| Adsorptive behavior of zeolite-amended backfills for enhanced metals containment CS Hong, CD Shackelford, MA Malusis Journal of Geotechnical and Geoenvironmental Engineering 142 (7), 04016021, 2016 | 36 | 2016 |
Charles D. ShackelfordDepartment of Civil & Environmental Engineering, Colorado State University在 engr.colostate.edu 的电子邮件经过验证
