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Mathematical Problems in Engineering
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2014
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Article
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Tab 3
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Research Article
Uniform Nonlinear Constitutive Model and Parameters for Clay in Different Consolidation Conditions Based on Regression Method
Table 3
Initial tangent elastic modulus
.
0.794
0.0045
222.2
242.8
1.587
0.0040
250.0
2.381
0.0039
256.0