A layer of clay 5 m thick is surcharged by the construction of an embankment. The...
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A layer of clay 5 m thick is surcharged by the construction of an embankment. The clay overlays a highly impermeable bedrock. Laboratory tests have provided the following properties for the clay: cv = 2.8 m2/yr It is estimated that the total primary consolidation settlement that will occur within the clay layer is 156 mm, estimate how much settlement (in mm) that will have occurred after 1.1 years. A layer of clay 5 m thick is surcharged by the construction of an embankment. The clay overlays a highly impermeable bedrock. Laboratory tests have provided the following properties for the clay: cv = 2.8 m2/yr It is estimated that the total primary consolidation settlement that will occur within the clay layer is 156 mm, estimate how much settlement (in mm) that will have occurred after 1.1 years.
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Related Book For
An Introduction to Geotechnical Engineering
ISBN: 978-0132496346
2nd edition
Authors: Robert D. Holtz, William D. Kovacs, Thomas C. Sheahan
Posted Date:
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