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Advances in Civil Engineering
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2022
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Article
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Tab 4
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Research Article
Numerical Simulation and Application of Zero-Thickness Contact Surface Element with Variable Shear Stiffness on Pile Foundation
Table 4
Model parameter values obtained by interpolation using different interval regions.
Interval range (kPa)
χ
(mm)
D
C
33
9.591
2.5
0.44547
3.46615
66
10.682
2.5
0.39395
3.21100
85
11.394
2.5
0.38132
3.17151