2. A normally consolidate d clay layer, 3 m thick, has the following properties: Initial void ratio, eF 0.8 Compression index, Cc = 0.25 Average effective pre ssure, do= 125 Kpa Expected pressure increase, Aơ = 45 Kpa Secondary compression index, Ca= 0.02 Time of completion of primary settlement= 1.5years What is the total settlement of the clay laver five vears afterthe completion of the primary

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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2. A normally consolidated clay layer, 3 m thick, has the following properties:
Initial void ratio, e 0.8
Compression index, Cc = 0.25
Average effective pressure, o'o= 125 Kpa
Expected pre ssure increase, Aơ = 45 Kpa
Secondary compre ssion index, Ca= 0.02
Time of completion of primary settlement = 1.5years
What is the total settlement of the clay layer five ye ars afterthe completion of the primary
se ttle ment?
Transcribed Image Text:2. A normally consolidated clay layer, 3 m thick, has the following properties: Initial void ratio, e 0.8 Compression index, Cc = 0.25 Average effective pressure, o'o= 125 Kpa Expected pre ssure increase, Aơ = 45 Kpa Secondary compre ssion index, Ca= 0.02 Time of completion of primary settlement = 1.5years What is the total settlement of the clay layer five ye ars afterthe completion of the primary se ttle ment?
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