Om silty sand fill yd=19 kN/m? 6 m eo=1.01 LL=%37 clay yd=17 kN/m Cc=0.243 Cv=0.72 m2/yıt 18 m gravel 22 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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6 m thick silty sand filling was laid on a 12 m thick compressible clay layer with controlled compression technique. Under this clay layer, there is a 4 m thick pebbly sand layer. Assuming that the settlement of the embankment and gravel-sand layer is insignificant compared to the settlement of the clay layer, calculate the consolidation settlement of the clay layer and when 50% of this settlement will occur. NOTE: You can make the settlement calculation as a single layer calculation.

0m
silty sand fill
yd=19 kN/m?
6 m
eo=1.01
LL=%37
clay
yd=17 kN/m
Cc=0.243
Cv=0.72 m2/yıl
18 m
gravel
22 m
Transcribed Image Text:0m silty sand fill yd=19 kN/m? 6 m eo=1.01 LL=%37 clay yd=17 kN/m Cc=0.243 Cv=0.72 m2/yıl 18 m gravel 22 m
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