Theoretical Study on the Consolidation of Multiple Composite Foundations with Vertical Drains-Impervious Piles considering Temperature Effect and 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>

Advances in Civil Engineering

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Figure 2: Theoretical Study on the Consolidation of Multiple Composite Foundations with Vertical Drains-Impervious Piles considering Temperature Effect and Nonuniform Distribution of Initial Pore Pressure 

Figure 2 | Theoretical Study on the Consolidation of Multiple Composite Foundations with Vertical Drains-Impervious Piles considering Temperature Effect and Nonuniform Distribution of Initial Pore Pressure 