Dr. Joseph Scalia IV

Publications

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., ACCEPTED.

Stock, C., Gorakhki, M., Bareither, C., and Scalia, J. (2020). Hydraulic comparison of prescriptive and water balance covers. J. of Environmental Engineering, ACCEPTED.

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, DOI: 10.1061/(ASCE)GT.4943-5606.0002196.

Herweynen, W., Bareither, C., and Scalia, J. (2019). Shear strength of coal combustion product by vane shear. Coal Combustion and Gasification Products. DOI: 10.4177/CCGP-D-19-00001.1.

Tian, Z., Bareither, C., and Scalia, J. (2019). Development and assessment of a seepage-induced consolidation test apparatus. Geotechnical Testing J., DOI: 10.1520/GTJ20180375.

Scalia, J., Benson, C., and Finnegan, M. (2019). Alternative procedures for swell index testing of granular bentonite from GCLs. Geotechnical Testing J., 42(5). DOI: 10.1520/GTJ20180075.

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, DOI: 10.1680/jgein.18.00024. Selected Best Paper in Geosynthetics International for 2018.

Ghazi Zadeh, 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, DOI: 10.1061/(ASCE)GT.1943-5606.0001953.

Malusis, M., Scalia, J., Norris, A., and Shackelford, C. (20__). Effect of chemico-osmosis on solute transport in clay barriers. Environmental Geotechnics, DOI: 10.1680/jenge.17.00109.

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).

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.

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.

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.

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.

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.

Scalia, J. and Benson, C. (2010).  Preferential flow in GCLs exhumed from final covers with composite barriers.  Canadian Geotechnical J., 47, 1101-1111.

Scalia, J. and Benson, C. (2010).  Effect of permeant water on the hydraulic conductivity of exhumed GCLs.  Geotechnical Testing J., 33(3), 1-11.

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.