A normally consolidated clay layer 3.12 m. thick has a void ratio of 1.14. Liquid limit is equal to 36 and the average effective stress on the clay layer was 79 kPa. The average stress on it is increased to 118 kPa. as result of the construction of a foundation. If the clay layer is preconsolidated, compute the consolidation settlement in millimeters if the preconsolidation pressure is 133 KPa. Use Cs = 1/6Cc.
A normally consolidated clay layer 3.12 m. thick has a void ratio of 1.14. Liquid limit is equal to 36 and the average effective stress on the clay layer was 79 kPa. The average stress on it is increased to 118 kPa. as result of the construction of a foundation. If the clay layer is preconsolidated, compute the consolidation settlement in millimeters if the preconsolidation pressure is 133 KPa. Use Cs = 1/6Cc.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Answer in three decimal places please
![A normally consolidated clay layer 3.12 m.
thick has a void ratio of 1.14. Liquid limit is
equal to 36 and the average effective stress
on the clay layer was 79 kPa. The average
stress on it is increased to 118 kPa. as result
of the construction of a foundation. If the
clay layer is preconsolidated, compute the
consolidation settlement in millimeters if the
preconsolidation pressure is 133 KPa. Use Cs
= 1/6Cc.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9a2e5adb-2704-4a4e-8859-0defc2af0fcd%2Fe0aa4667-a843-4848-af64-66167e5a6460%2Ffh2hufb_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A normally consolidated clay layer 3.12 m.
thick has a void ratio of 1.14. Liquid limit is
equal to 36 and the average effective stress
on the clay layer was 79 kPa. The average
stress on it is increased to 118 kPa. as result
of the construction of a foundation. If the
clay layer is preconsolidated, compute the
consolidation settlement in millimeters if the
preconsolidation pressure is 133 KPa. Use Cs
= 1/6Cc.
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