Reliability Assessment on Pile Foundation Bearing Capacity Based on the First Four Moments in High-Order Moment Method

<div>Sensitivity analysis for relative soil layer of no.6 pile foundation: (a) relationship between mean μqs1 and reliability index β4M, (b) relationship between mean μqs2 and reliability index β4M, (c) relationship between mean μqs3 and reliability index β4M, and (d) relationship between COV and reliability index β4M.</div>

Shock and Vibration

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Figure 5

Figure 5: Reliability Assessment on Pile Foundation Bearing Capacity Based on the First Four Moments in High-Order Moment Method 