coefficient of consolidation of 20 ft2 /yr is given for the singly-drained clay layer. This layer is subjected to a uniform vertical stress increase of 100 kPa.2 years after the application of the load what will be the value of the excess pore pressure at point A . chart giving the local degree of consolidation.

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Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.8.6P
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coefficient of consolidation of  20 ft2 /yr is given for the singly-drained clay layer. This layer is subjected to a uniform vertical stress increase of 100 kPa.2 years after the application of the load what will be the value of the excess pore pressure at point A . chart giving the local degree of consolidation.

Sand
A
20
clax
bedrock
(impermeable)
Transcribed Image Text:Sand A 20 clax bedrock (impermeable)
0 -0.05,
0.107
0.15
0.20
E0.848
0.30
生0.90
z-
1-
1
2
0.1
0.2
0.3
0.4
0.5
Consolidation ratio, U,
Fig. 9.3 Consolidation for any location and time factor in a doubly
0.6
0.7
0.8
0.9
1.0
drained layer (after Taylor, 1948).
NI
Transcribed Image Text:0 -0.05, 0.107 0.15 0.20 E0.848 0.30 生0.90 z- 1- 1 2 0.1 0.2 0.3 0.4 0.5 Consolidation ratio, U, Fig. 9.3 Consolidation for any location and time factor in a doubly 0.6 0.7 0.8 0.9 1.0 drained layer (after Taylor, 1948). NI
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