Research Article
Analytical Solution for Consolidation of Vertical Drains-Impervious Columns Multiple Composite Foundation under Nonuniform Distribution of Initial Pore Pressure
Figure 2
Nonuniform distribution of initial excess pore water pressure along depth. (a) Rectangular, (b) Positive triangle, (c) Inverted triangle, (d) Trapezoidal.
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| (b) |
| (c) |
| (d) |