Question: 3 . A vertical section through a building foundation at a site is shown in Figure 1 . The foundation causes a pressure increment of

3. A vertical section through a building foundation at a site is shown in Figure 1. The foundation causes a pressure increment of 200 kPa at its base. Consolidation tests on samples collected from points A and B produced the following results.
Compute the ultimate consolidation settlement due to the imposed load from building foundation. Use the \(2: 1\) method for pressure distribution.
Figure 1
Glacial till
3 . A vertical section through a building

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