shanghai, 201620
China
Shanghai University of Engineering Science
Expansive soil slope, Dry and wet alternation, Crack development, Swelling pressure, DEM simulation
2-D transport of contaminant, composite liner, geomembrane, geosynthetics clay liner, semi-analytical solution
2-D transport of contaminant, composite liner, semi-analytical solution, nonuniformly distributed defect
Consolidation, Unsaturated composite foundation, T-shaped deep cement mixing pile, Enlarged pile cap, Semi-analytical solutions
Long and short piles, Permeable piles, Impermeable piles, Unsaturated composite foundation, Consolidation