Huang, J., Bin-Shafique, S., Han, J., and Rahman, M.S.Journal of Geotechnical Engineering, Southeast Asian Geotechnical Society, accepted. Geocell-reinforced granular fill under static and cyclic loading: A synthesis of analysis. “Use of geosynthetics for performance enhancement of earth structures in cold regions.” Sciences in Cold and Arid Regions, 5(5), 517-529. ASCE Journal of Materials in Civil Engineering, 25(1), 86-93. Properties and applications of cement-treated sand-expanded polystyrene bead lightweight fill. ASCE Journal of Performance of Constructed Facilities, accepted. Performance Evaluation of an Embankment on Soft Soil Improved by Deep Mixed Columns and Prefabricated Vertical Drains. “Evaluation of allowable withdrawn volume of groundwater based on observed data.” Natural Hazards, 67(2), 513-522. ASCE Journal of Materials in Civil Engineering, 25(10), 1533-1543. Creep behavior of geocell-reinforced recycled asphalt pavement (RAP) bases. Thakur, J.K., Han, J., and Parsons, R.L.ASCE Journal of Materials in Civil Engineering, 25(11), 1594-1601. Strength and leaching of solidified sewage sludge treated with different additives. Technical note, ASCE Journal of Geotechnical and Geoenvironmental Engineering, 139(9), 1611-1616. Analytical solution for seismic earth pressures in c- f soil with an infinite slope. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 139(9), 1443-1453. An analytical model for resilient modulus and permanent deformation of geosynthetic-reinforced unbound granular materials. ASCE Journal of Materials in Civil Engineering, 12. Laboratory evaluation of deformations of steel-reinforced high-density polyethylene pipes under static loads. Khatri, D.K., Han, J., Parsons, R.L., Young, B., Brennan, J.J., and Corey, R.Journal of Marine Georesoureces and Geotechnology, 31, 271-289. Effect of scour on the behavior of laterally loaded single piles in marine clay.
ASCE Journal of Materials in Civil Engineering, 25(8), 1013-1021. Performance of triangular aperture geogrid-reinforced base courses over weak subgrade under cyclic loading. Qian, Y., Han, J., Pokharel, S.K., and Parsons, R.L.Refined numerical modeling of a laterally-loaded drilled shaft in an MSE wall. Huang, J., Han, J., Parsons, R.L., and Pierson, M.A three-dimensional mechanistic-empirical model for geocell-reinforced unpaved roads. Yang, X., Han, J., Leshchinsky, D., and Parsons, R.L.KSCE Journal of Civil Engineering, 17(3), 368-376.
A simplified analytical method for response of an axially loaded pile group subjected to lateral soil movement. KSCE Journal of Civil Engineering, 17(1), 96-105. Numerical analysis of consolidation of soft soils fully-penetrated by deep-mixed columns.
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