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Preliminary settlement analysis for a building indicated a settlement of 50 mm in 4 years and an ultimate settlement of 250 mm. The average pressure increment in the clay stra
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FLUID substance which deforms continuously when subjected to a shear stress LIQUID no fixed shape deforms under gravity to container shape virtually incompressible = const
The stresses at failure on the failure plane in a cohesionless soil mass were: Shear stress = 4 kN/m 2 ; normal stress = 10 kN/m 2 . Verify the resultant stress on the failure plan
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