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Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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)
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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