The soil profile beneath a proposed construction site is as follows:
Depth (m) | Soil Classification | Undrained Shear Strength, Su (kPa) |
0–2.5 | Stiff silty clay (CL) | 80 |
2.5–6.7 | Soft clay (CL) | 15 |
6.7–15.1 | Medium clay (CL) | 30 |
15.1–23.0 | Stiff clay (CL) | 100 |
Develop a plot of allowable downward load capacity versus depth for a 350 mm square concrete pile. Consider pile embedment depths between 5 and 20 m and use a factor of safety of 3.0.
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