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Advances in Civil Engineering
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Advances in Civil Engineering
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2021
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Article
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Tab 4
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Research Article
A Nonlinear Constitutive Model for Disintegrated Carbonaceous Mudstone Based on Logarithmic Functions
Table 4
Absolute value of relative error of lateral strain (%).
Degree of compaction
Confining pressure
50 kPa
100 kPa
150 kPa
90%
28.04
17.35
27.79
93%
18.81
16.96
10.43
96%
11.47
21.78
9.19
Average value
17.98