Question

ㄚ los poi.SAnD-2 A a o.is Sample Initial subsurface conditions are displayed above. The water table is 2 ft below the ground surface and a Shelby tube sample is collected 3.5 ft deep (Point A) to collect consolidation data from the clay layer to perform a settlement analysis. If a 3 ft by 4 ft footing is to be constructed and it will be designed to handle a 50,000 lb load, calculate the magnitude of differential consolidation settlement that you would expect from this load (difference in settlement between the center and the corner of the footing). All consolidation settlement calculations should be conducted at the center of the clay layer (no sublayers needed for this problem). All settlement calculations should be finalized in inches. To calculate the induced load, you are required to use Figure 9.16 (the solution for under the corner of a rectangular load). Recall that you will need to calculate-, for using Point A sample data and use that value to calculate the adjuste for this assignment. Prepare your work neatly on engineering paper and attach this page as a cover she Please label the steps of your process so it is easy to follow. d preconsolidation pressure for your analysis. You must show all calculations to receive full credit et.

Answer 1

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as load distribution figure is missing so i assumed it as 2V:1H