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Mathematical Problems in Engineering
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Mathematical Problems in Engineering
/
2014
/
Article
/
Tab 1
/
Research Article
Nonlinear Finite Strain Consolidation Analysis with Secondary Consolidation Behavior
Table 1
Experimental data of Hangzhou soft clay.
/(m·minute
−1
)
/(kN·m
−3
)
/(m
2
·minute
−1
)
/kPa
−1
0.2418
0.4191
1.18
26.70