Question: PROBLEM 0 6 . 1 The soil profile shown in Figure 0 6 . 2 is to carry a surcharge of 6 0 kPa applied

PROBLEM 06.1
The soil profile shown in Figure 06.2 is to carry a surcharge of 60kPa applied
at the ground surface The result of laboratory consolidation test conducted on
a specimen collected from the middle of the clay layer is also shown.
Calculate the settlement in the field caused by primary consolidation due to
surcharge.
PROBLEM 0 6 . 1 The soil profile shown in Figure

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