A 25 cm total consolidation settlement of the two clay layer show in figure p6.1 is expected owing to the application of the uniform surcharge q.Find the duration after the load application at which 12.5cm of the total settlement would take place.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A 25 cm total consolidation settlement of the two clay layer show in figure p6.1 is expected owing to the application of the uniform surcharge q.Find the duration after the load application at which 12.5cm of the total settlement would take place.

↓↓↓
1.5 m
3 m
Sand
$ դիվանիրավականը:
0.6 m3
1.5 m
Figure P6.1
9
0.6 m
Sand:
Clay
C₁=0.13 cm²/min
G.W.T
Clay
C₁ = 0.13 cm²/min
BR
13233
Sand
1-
6:33
Transcribed Image Text:↓↓↓ 1.5 m 3 m Sand $ դիվանիրավականը: 0.6 m3 1.5 m Figure P6.1 9 0.6 m Sand: Clay C₁=0.13 cm²/min G.W.T Clay C₁ = 0.13 cm²/min BR 13233 Sand 1- 6:33
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