| Long-term hydraulic conductivity of a bentonite-polymer composite permeated with aggressive inorganic solutions J Scalia IV, CH Benson, GL Bohnhoff, TB Edil, CD Shackelford Journal of Geotechnical and Geoenvironmental Engineering 140 (3), 04013025, 2014 | 229 | 2014 |
| Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers with composite barriers J Scalia IV, CH Benson Journal of Geotechnical and Geoenvironmental Engineering 137 (1), 1-13, 2011 | 162 | 2011 |
| Hydration and cation exchange during subgrade hydration and effect on hydraulic conductivity of geosynthetic clay liners SL Bradshaw, CH Benson, J Scalia IV Journal of Geotechnical and Geoenvironmental Engineering 139 (4), 526-538, 2013 | 100 | 2013 |
| Properties of geosynthetics exhumed from a final cover at a solid waste landfill CH Benson, IE Kucukkirca, J Scalia Geotextiles and Geomembranes 28 (6), 536-546, 2010 | 89 | 2010 |
| 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 | 75 | 2018 |
| Geosynthetic clay liners containing bentonite polymer nanocomposite J Scalia, CH Benson, TB Edil, GL Bohnhoff, CD Shackelford Geo-Frontiers 2011: Advances in geotechnical engineering, 2001-2009, 2011 | 54 | 2011 |
| Bentonite-polymer composites for containment applications J Scalia IV The University of Wisconsin-Madison, 2012 | 42 | 2012 |
| Effect of permeant water on the hydraulic conductivity of exhumed GCLs J Scalia IV, CH Benson Geotechnical Testing Journal 33 (3), 201-211, 2010 | 39 | 2010 |
| Novel bentonites for containment barrier applications GL Bohnhoff, C Shackelford, M Malusis, J Scalia, C Benson, T Edil, ... Proc., 18th Int. Conf. on Soil Mechanics and Geotechnical Engineering …, 2013 | 37 | 2013 |
| Engineered covers for waste containment: Changes in engineering properties and implications for long-term performance assessment CH Benson, WH Albright, DO Fratta, JM Tinjum, E Kucukkirca, SH Lee, ... Nuclear Regulatory Commission Report NUREG/CR-7028, 2011 | 36 | 2011 |
| Polymer fouling and hydraulic conductivity of mixtures of sodium bentonite and a bentonite-polymer composite J Scalia IV, CH Benson Journal of Geotechnical and Geoenvironmental Engineering 143 (4), 04016112, 2017 | 34 | 2017 |
| Preferential flow in geosynthetic clay liners exhumed from final covers with composite barriers J Scalia IV, CH Benson Canadian geotechnical journal 47 (10), 1101-1111, 2010 | 34 | 2010 |
| Comparative assessment of expansive soil stabilization by commercially available polymers ZJ Taher, J Scalia IV, CA Bareither Transportation Geotechnics 24, 100387, 2020 | 30 | 2020 |
| Determining maximum chemico-osmotic pressure difference across clay membranes CJ Fritz, J Scalia IV, CD Shackelford, MA Malusis Journal of Geotechnical and Geoenvironmental Engineering 146 (1), 06019018, 2020 | 19 | 2020 |
| Hydraulic performance of geosynthetic clay liners comprising anionic polymer–enhanced bentonites A Norris, N Aghazamani, J Scalia, CD Shackelford Journal of Geotechnical and Geoenvironmental Engineering 148 (6), 04022039, 2022 | 18 | 2022 |
| Hydraulic and mechanical behavior of municipal solid waste and high-moisture waste mixtures CA Bareither, CH Benson, EM Rohlf, J Scalia IV Waste management 105, 540-549, 2020 | 17 | 2020 |
| Semipermeable membrane behavior in bentonite-based barriers: Past, present, and future C Shackelford, J Scalia Proceedings of GeoVancouver, 2016 | 16 | 2016 |
| Evaluation of Na-Bentonite-polyacrylte mixtures to enhance the chemical resistance of geosynthetic clay liners J Scalia IV, CH Benson Geo-Chicago 2016, 388-397, 2016 | 15 | 2016 |
| Advancing the use of geosynthetic clay liners as barriers J Scalia, CA Bareither, CD Shackelford Geotechnical Engineering 49 (4), 100-114, 2018 | 14 | 2018 |
| Effect of chemico-osmosis on solute transport in clay barriers MA Malusis, J Scalia IV, AS Norris, CD Shackelford Environmental Geotechnics 7 (7), 447-456, 2018 | 14 | 2018 |
Charles D. ShackelfordDepartment of Civil & Environmental Engineering, Colorado State UniversityVerified email at engr.colostate.edu
