Instruction
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Instruction: Final answers must be placed in a box, and placed to the FOURTH place value after the decimal place
![Problem Number 5:
For a normally consolidated clay layerin the field, the following values are given:
Thickness of clay layer= 4.4567 m
Void ratio (e.) = 0.7863
Compression Index (Cc) = 0.2876
Average Effective pressure on the clay layer (6'o) = 126.2347 Kpa
A6' = 49.8976 KN/m?
Secondary Compression Index (Ca) = 0.02116
What is the total consolidation settlement of the clay layer five years after the completion of primary consolidation? (
Note:Time for completion of primary settlement=1.75 years)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1f50d648-e8c7-407a-8d35-eaa74894e757%2F79476a57-a18d-493a-b920-3c77e2310054%2Fmcthun_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem Number 5:
For a normally consolidated clay layerin the field, the following values are given:
Thickness of clay layer= 4.4567 m
Void ratio (e.) = 0.7863
Compression Index (Cc) = 0.2876
Average Effective pressure on the clay layer (6'o) = 126.2347 Kpa
A6' = 49.8976 KN/m?
Secondary Compression Index (Ca) = 0.02116
What is the total consolidation settlement of the clay layer five years after the completion of primary consolidation? (
Note:Time for completion of primary settlement=1.75 years)
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