Mathematical Problems in Engineering / 2014 / Article / Tab 2

Research Article

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

Table 2

Initial stresses of tests.


5070.639.7
100141.379.4
150211.9119.1
200282.4158.7
250353.1198.4
300423.9238.2

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