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

Figure 3

The normal Q-Q plot of sample data of performance function (X) for each pile foundation: (a) the Q-Q plot of sample data for the no. 6 pile, (b) the Q-Q plot of sample data for the no. 6 pile, (c) the Q-Q plot of sample data for the no. 87 pile, and (d) the Q-Q plot of sample data for the no. 156 pile.

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