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Shock and Vibration
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2018
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Article
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Tab 1
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Research Article
Pile-Raft Settlements Prediction under Coupled Static-Dynamic Loads Using Four Heuristic Regression Approaches
Table 1
Statistical analysis for the input and output parameters of the simulation model.
Variables
N
d (m)
s/d
l/d
P (kPa)
S (cm)
Max
25.00
0.50
6.00
32.00
90.00
12.31
Min
9.00
0.30
4.00
16.00
60.00
2.83
sd
6.57
0.10
0.82
5.94
15.05
2.21