Question: Problem 2 A 4 . 0 - m thick fill is to be built of a soil with a unit weight of 2 0 .

Problem 2
A 4.0-m thick fill is to be built of a soil with a unit weight of 20.1kNm3. The underlying
soils are as shown in the figure. Consolidation tests were performed at Points A and B,
with the following results:
The silty sand is normally consolidated. Determine the ultimate consolidation settlement
due to the weight of this fill.
Problem 2 A 4 . 0 - m thick fill is to be built

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