A 10 m depth of sand overlies an § m layer of clay, below which is a further depth of sand. For the clay, m, = 0.83 m?/MN and cv = 4.4 m/year, The water table is at surface level but is to be lowered permanently by 4 m, the initial lowering taking place over a period of 40 weeks. Calculate the final settlement due to consolidation of the clay, assuming no change in the weight of the sand. and the settlement two years afte the start of lowering
A 10 m depth of sand overlies an § m layer of clay, below which is a further depth of sand. For the clay, m, = 0.83 m?/MN and cv = 4.4 m/year, The water table is at surface level but is to be lowered permanently by 4 m, the initial lowering taking place over a period of 40 weeks. Calculate the final settlement due to consolidation of the clay, assuming no change in the weight of the sand. and the settlement two years afte the start of lowering
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter16: Soil Improvement And Ground Modification
Section: Chapter Questions
Problem 16.8P
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A 10 m depth of sand overlies an § m layer of clay, below which is a further depth of sand. For the clay, m, = 0.83 m?/MN and cv = 4.4 m/year, The water table is at surface level but is to be lowered permanently by 4 m, the initial lowering taking place over a period of 40 weeks. Calculate the final settlement due to consolidation of the clay, assuming no change in the weight of the sand. and the settlement two years afte the start of lowering.
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