Part A
Determine the depth factor If under the corner of a square flexible foundation with B = 4 m. Df = 4 m and H = 9 m. The Poisson ratio of the foundation soil is 0.4.
Part B
A long strip foundation (B = 6 m) is embedded at the depth of 2 m in saturated clay with cu = 120 kN/m2, OCR = 3 and PI = 50. Estimate the elastic settlement (mm) of the foundation under a net load of 170 kN/m2. The rigid layer is located at 12 m below the bottom of the foundation.
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