Journal Articles | Top | |
27 | Aghazamani, N., Scalia, J., and Bareither, C. Phase relations for saline slurry-deposited tailings. Geotechnical Testing Journal. ACCEPTED JAN 2022 | 2022 |
26 | Norris, A., Aghazamani, N., Scalia, J., and Shackelford, C. Hydraulic performance of geosynthetic clay liners comprising anionic polymer-enhanced bentonites. J. of Geotechnical and Geoenvironmental Engineering. ACCEPTED JAN 2022 | 2022 |
25 | Norris, A., Scalia, J., and Shackelford, C. Mechanisms controlling the hydraulic conductivity of anionic polymer-enhanced geosynthetic clay liners. Geosynthetics International. SUBMITTED AUG 2021 | 2021 |
24 | Gorakhki, M., Bareither, C., and Scalia, J. Hydraulic conductivity testing and destructive sampling of field-scale mine waste test piles. Canadian Geotechnical Journal. DOI: 10.1139/cgj-2021-0346. ACCEPTED DEC 2021 | 2021 |
23 | Norris, A., Scalia, J., and Shackelford. Polymer quantification methods for geosynthetic clay liners enhanced with anionic polymers. Geotechnical Testing Journal. ACCEPTED OCT 2021. | 2021 |
22 | Lund, R., Martin, C., Gates, T., Scalia, J., and Babar, M. (2021). Field evaluation of a polymer sealant for canal seepage reduction. Agricultural Water Management. 252(30). DOI: 10.1016/J.AGWAT.2021.106898. | 2021 |
21 | Gorakhki, M., Bareither, C., Scalia, J., and Aparicio, M. (2021). Hydrologic and environmental behavior of GeoWaste and waste rock in field experimental piles. (2021). Mining, Metallurgy & Exploration, Special Issue on Tailings, 38. DOI: 10.1007/S42461-021-00419-6. | 2021 |
20 | Taher, Z., Scalia, J., Bareither, C. (2020). Comparative assessment of expansive soil stabilization by commercially available polymers. Transportation Geotechnics, 24(9). DOI: 10.1016/J.TRGEO.2020.10038720 | 2020 |
19 | Pauley, M., Niemann, J., Scalia, J., Green, T., Erskine, R., Jones, A., and Grazaitis, P. (2020). Enhanced Hydrologic Simulation May Not Improve Downscaled Soil Moisture Patters without Improved Soil Characterization. Soil Science Society of America J., 84(3), 672-689. DOI: 10.1002/SAJ2.20052. | 2020 |
18 | Stock, C., Gorakhki, M., Bareither, C., and Scalia, J. (2020). Hydraulic comparison of prescriptive and water balance covers. J. of Environmental Engineering, 146(7). DOI: 10.1061/(ASCE)EE.1943-7870.0001733.17. | 2020 |
17 | Bareither, C., Benson, C., Cook, E., and Scalia, J. (2020). Hydro-mechanical behavior of municipal solid waste and high-moisture waste mixtures. Waste Management, 105(15), 540-549. DOI: 10.1016/J.WASMAN.2020.02.030.16. | 2020 |
16 | Fritz, C., Scalia, J., Shackelford, C., and Malusis, M. (2020). Determining maximum chemico-osmotic pressure difference across clay membranes. J. of Geotechnical and Geoenvironmental Engineering, 146(1). DOI: 10.1061/(ASCE)GT.1943-5606.0002196.15. | 2020 |
15 | Malusis, M., Scalia, J., Norris, A., and Shackelford, C. (2020). Effect of chemico-osmosis on solute transport in clay barriers. Environmental Geotechnics, 7(7), 447-456. DOI: 10.1680/JENGE.17.00109.9. | 2020 |
14 | Herweynen, W., Bareither, C., and Scalia, J. (2019). Shear strength of coal combustion product by vane shear. Coal Combustion and Gasification Products, 11(3). DOI: 10.4177/CCGP-D-19-00001.1.14. | 2019 |
13 | Tian, Z., Bareither, C., and Scalia, J. (2019). Development and assessment of a seepage-induced consolidation test apparatus. Geotechnical Testing J., 43(4), 894-917. DOI: 10.1520/GTJ20180375.13. | 2019 |
12 | Scalia, J., Benson, C., and Finnegan, M. (2019). Alternative procedures for swell index testing of granular bentonite from GCLs. Geotechnical Testing J., 42(5), 1169-1184. DOI: 10.1520/GTJ20180075.12. | 2019 |
11 | Scalia, J., Bohnhoff, G., Shackelford, C., Benson, C., Sample-Lord, K., Malusis, M., and Likos, W. (2018). Enhanced bentonites for containment of inorganic wastes by GCLs. Geosynthetics International, 25(4), 392-411. DOI: 10.1680/JGEIN.18.00024. Selected Best Paper in Geosynthetics International for 2018.11. | 2018 |
10 | Ghazizadeh, S., Bareither, C., Scalia, J., and Shackelford, C. (2018). Synthetic mining solutions for laboratory testing of geosynthetic clay liners. J. of Geotechnical and Geoenvironmental Engineering, 144(10). DOI: 10.1061/(ASCE)GT.1943-5606.0001953.10. | 2018 |
9 | Scalia, J., Bareither, C., and Shackelford, C. (2018). Advancing the use of geosynthetic clay liners as barriers. Geotechnical Engineering J. of the SEAGS & AGSSEA, Vol. 49(4).8. | 2018 |
8 | Scalia, J., Benson, C., Albright, W., Smith, B., and Wang, X. (2017). Properties of barrier components in a composite cover after 14 years of service and differential settlement. J. of Geotechnical and Geoenvironmental Engineering, 143(9). DOI: 10.1061/(ASCE)GT.1943-5606.0001744.7. | 2017 |
7 | Scalia, J., and Benson, C. H. (2017). Polymer fouling and hydraulic conductivity of mixtures of sodium bentonite and a bentonite-polymer composite. J. of Geotechnical and Geoenvironmental Engineering, 143(4). DOI: 10.1061/(ASCE)GT .1943-5606.0001628.6. | 2017 |
6 | Scalia, J., Benson, C., Bohnhoff, G., Edil, T., and Shackelford, C. (2014). Long-term hydraulic Conductivity of a bentonite-polymer composite permeated with aggressive inorganic solutions. J. of Geotechnical and Geoenvironmental Engineering, 140(3), 04013025.5. | 2014 |
5 | Bradshaw, S., Benson, C., and Scalia, J. (2013). Cation exchange during subgrade hydration and effect on hydraulic conductivity of GCLs. J. of Geotechnical and Geoenvironmental Engineering, 139(4), 526-538.4.2013 | 2013 |
4 | Scalia, J. and Benson, C. (2011). Hydraulic conductivity of GCLs exhumed from landfill final covers with composite barriers. J. of Geotechnical and Geoenvironmental Engineering, 137(1), 1-13.3. | 2011 |
3 | Scalia, J. and Benson, C. (2010). Preferential flow in GCLs exhumed from final covers with composite barriers. Canadian Geotechnical J., 47, 1101-1111. | 2010 |
2 | Scalia, J. and Benson, C. (2010). Effect of permeant water on the hydraulic conductivity of exhumed GCLs. Geotechnical Testing J., 33(3), 1-11. | 2010 |
1 | Benson, C., Kucukkira, E., and Scalia, J. (2010). Properties of geosynthetics exhumed from a final cover at a solid waste landfill. Geotextiles and Geomembranes, 28, 546-556. | 2010 |