Analytical Solution for Consolidation of Vertical Drains-Impervious Columns Multiple Composite Foundation under Nonuniform Distribution of Initial Pore Pressure

<div>Nonuniform distribution of initial excess pore water pressure along depth. (a) Rectangular, (b) Positive triangle, (c) Inverted triangle, (d) Trapezoidal.</div>

Shock and Vibration

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Figure 2

Figure 2: Analytical Solution for Consolidation of Vertical Drains-Impervious Columns Multiple Composite Foundation under Nonuniform Distribution of Initial Pore Pressure 

Figure 2 | Analytical Solution for Consolidation of Vertical Drains-Impervious Columns Multiple Composite Foundation under Nonuniform Distribution of Initial Pore Pressure 