The thickness of the clay layer under a layer of sand is 5 m. The ground surface is subjected to a uniformly distributed load of 40 kPa and resulted to a primary consolidation settlement of 180 mm. Determine the secondary settlement of the clay 5 years after the completion of the primary settlement. Time of completion of primary settlement is 1.5 yrs. (Secondary compression index 0.02, void ratio after primary settlement 0.54). %3D 24 mm 52 mm 34 mm 43 mm
The thickness of the clay layer under a layer of sand is 5 m. The ground surface is subjected to a uniformly distributed load of 40 kPa and resulted to a primary consolidation settlement of 180 mm. Determine the secondary settlement of the clay 5 years after the completion of the primary settlement. Time of completion of primary settlement is 1.5 yrs. (Secondary compression index 0.02, void ratio after primary settlement 0.54). %3D 24 mm 52 mm 34 mm 43 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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