A normally consolidated clay layer, 3m thick has the ff. properties. Initial void ratio, e_0 = 0.8 compassion index, cc = 0.25 average effective pressure, P_0 = 125 kPa = o_0 %3D Expected pressure increase, delta p or delta o = 45 kPa Secondary compression index, Ca = 0.02 Time of completion of primary settlement =1.5 years What is the total settlement of the clay layer five years after the completion of the primary consolidation settlement?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A normally consolidated clay
layer, 3m thick has the ff.
properties.
Initial void ratio, e_0 = 0.8
compassion index, cc = 0.25
average effective pressure, P_0 =
125 kPa = o_0
Expected pressure increase, delta
p or delta o = 45 kPa
Secondary compression index, Ca
= 0.02
Time of completion of primary
settlement =1.5 years
What is the total settlement of
the clay layer five years after
the completion of the primary
consolidation settlement?
Transcribed Image Text:A normally consolidated clay layer, 3m thick has the ff. properties. Initial void ratio, e_0 = 0.8 compassion index, cc = 0.25 average effective pressure, P_0 = 125 kPa = o_0 Expected pressure increase, delta p or delta o = 45 kPa Secondary compression index, Ca = 0.02 Time of completion of primary settlement =1.5 years What is the total settlement of the clay layer five years after the completion of the primary consolidation settlement?
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