3. The soil conditions are the same in Question 2. If the structure applied an average...

  

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3. The soil conditions are the same in Question 2. If the structure applied an average vertical stress increment of 100 kPa to the clay layer, estimate the excess pore water pressure remaining in the clay after 5 years for the depths in the clay layer of 3, 6, 9, and 12 m. 2. A 12 m thick layer of Chicago clay is doubly drained. This means that a very previous layer compared to the clay exists on top of and under the 12 m clay layer. The coefficient of consolidation of the clay is c, = 8.0 x 10* m/s. Find the degree or percent consolidation for the clay 5 years after loading at depths of 3, 6, 9, and 12 m. 3. The soil conditions are the same in Question 2. If the structure applied an average vertical stress increment of 100 kPa to the clay layer, estimate the excess pore water pressure remaining in the clay after 5 years for the depths in the clay layer of 3, 6, 9, and 12 m. 2. A 12 m thick layer of Chicago clay is doubly drained. This means that a very previous layer compared to the clay exists on top of and under the 12 m clay layer. The coefficient of consolidation of the clay is c, = 8.0 x 10* m/s. Find the degree or percent consolidation for the clay 5 years after loading at depths of 3, 6, 9, and 12 m.