Figure 7.
A load displacement scatter plot with linear trend and an adjacent table summarising pile resistance values.The left panel shows displacement from 0 to 12 millimetres on the horizontal axis and normalised movement on the vertical axis. Blue data points form a downward trend fitted by a linear relation with equation delta P equals 0.0141 times displacement plus 0.1142, and R-squared 0.7942. The right panel lists calculated values, including pile sectional area 1.767 square metres, length 5.225 metres, acceptance criteria 91.8, ultimate shaft resistance values, and end bearing resistance values with percentages of increase.

Plot of fs versus reduced level (upper pile)

Note: This figure presents a comparison between the interpreted shaft friction based on measured strains and the estimated theoretical shaft friction under maximum sustained tested loads of 34.51 MN for upper section of pile

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