Mathematical Problems in Engineering / 2014 / Article / Tab 4

Research Article

Uniform Nonlinear Constitutive Model and Parameters for Clay in Different Consolidation Conditions Based on Regression Method

Table 4

Limit state parameter.


0.794264.1286.00.91400.820
1.587446.0600.00.7433
2.381630.7786.00.8024

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