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Mathematical Problems in Engineering
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Mathematical Problems in Engineering
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2014
/
Article
/
Fig 2
/
Research Article
Nonlinear Finite Strain Consolidation Analysis with Secondary Consolidation Behavior
Figure 2
Distributions of excess pore water pressure with normalized depth at three time points.
(a)
t
= 1 minute
(b)
t
= 50 minutes
(c)
t
= 100 minutes