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Primary consolidation settlement of the compressible

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Reference no: EM13865318

Determine total expected primary consolidation settlement of the compressible normally consolidated clay layer.  You must draw field consolidation line as part of your answer.

Assume following data:

Pressure (tons/ft2)

Void ratio

p0

e0 = 1.80

0.250

1.72

0.500

1.70

1.00

1.64

2.00

1.51

4.00

1.34

8.00

1.15

16.00

0.95

And following design

849_expected primary consolidation settlement.jpg

517_field consolidation line.jpg

Reference no: EM13865318

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