... drains as shown in Figure 1, (b) have been put into practical use, achieving tremendous results (Kiyama et al., 2000). vertical drain consolidation layer thickness acceleration effect water content distribution deformation analysis construction method settlement self-weight consolidation...

... consolidation consolidation high molecular compound variation pore water pressure soil soo-sam kim hanyang university water content distribution pdb cohesive agent molecular compound test result column test settlement dredged clay soil Early Stabilization Technology of the Dredged and Reclaimed...

... the end of reclamation. self-weight consolidation clay sample clay specimen flow in porous media permeability dredged clay consolidation pdtest settlement water content distribution consolidation test pd sample swtest specimen fluid dynamics plastic board drain deformation clay...

... A, the excess pore pressure was kept zero during compression and in the simulation B, the strain path was controlled along that recorded in the conventional drained test. The drained test simulation A could sustain the uniformity of water content distribution within specimen and the volumetric strain during...