Dr. Joseph Scalia IV

Publications

Journal Articles Top
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 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
14 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
13 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
12 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
11 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
10 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
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
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, 1101-1111.2. 2010
2 Scalia, J. and Benson, C. (2010). Effect of permeant water on the hydraulic conductivity of exhumed GCLs. Geotechnical Testing J., 33(3), 1-11.1. 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