Mathematical Problems in Engineering

Research Article

Axisymmetric Consolidation of Unsaturated Soils by Differential Quadrature Method

Figure 6

Initial excess pore pressure distributions: (a) uniform, (b) linearly increasing, (c) lateral skewed ( ), and (d) lateral skewed ( ).
497161.fig.006a
(a)
497161.fig.006b
(b)
497161.fig.006c
(c)
497161.fig.006d
(d)