Research Article

Evaluation of Induced Settlements of Piled Rafts in the Coupled Static-Dynamic Loads Using Neural Networks and Evolutionary Polynomial Regression

Table 1

Parametric study on the whole affecting parameters for static loading condition.

Number of piles (m) (kPa) (cm)
Mean: 16.67Mean: 0.4Mean: 5Mean: 23Mean: 75Mean: 5.96
Std. Dev.: 6.57Std. Dev.: 0.1 Std. Dev.: 0.82 Std. Dev.: 5.94 Std. Dev.: 15.05 Std. Dev.: 1.72

90.3416908.32
90.3420907.23
90.3424906.09
90.3432905
90.3516907.52
90.3520906.52
90.3524905.25
90.3532904.23
90.3616907.12
90.3620906.11
90.3624905.01
90.3632904
90.3416605.83
90.3420605.03
90.3424604.31
90.3432603.5
90.3516605.32
90.3520604.66
90.3524603.71
90.3532602.961
90.3616605.02
90.3620604.31
90.3624603.51
90.3632602.8
160.3416909.152
160.3420907.953
160.3424906.699
160.3432905.5
160.3516908.272
160.3520907.172
160.3524905.775
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160.3616907.832
160.3620906.72
160.3624905.51
160.3632904.4
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160.3420605.96475
160.3424605.02
160.3432604.125
160.3516606.204
160.3520605.38
160.3524604.33
160.3532603.49
160.3616605.87
160.3620605.04
160.3624604.13
160.3632603.3
250.3416909.98
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250.3424907.3
250.3432905.995
250.3516909.02
250.3520907.82
250.3524906.29
250.3532905.07
250.3616908.54
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90.5424604.44
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90.5516605.35
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90.5616604.96
90.5620604.5
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90.5632602.98
160.5416909.73
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160.5624906
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160.5424605.08
160.5432603.95
160.5516606.13
160.5520605.29
160.5524604.32
160.5532603.59
160.5616605.69
160.5620605.16
160.5624604.2
160.5632603.42
250.54169010.7
250.5420909.85
250.5424907.98
250.5432906.21
250.5516909.63
250.5520908.32
250.5524906.8
250.5532905.64
250.5616908.93
250.5620908.1
250.5624906.61
250.5632905.37
250.5416607.92
250.5420607.29
250.5424605.91
250.5432604.6
250.5516607.13
250.5520606.15
250.5524605.03
250.5532604.18
250.5616606.61
250.5620606
250.5624604.89
250.5632603.97