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A Continuous foundation resting on a deposit of sand layer is shown in the figure, along with the variation of the modulus of elasticity of soil (Es). Assuming y = 17 kN/m²and the time - 10 years. Calculate the elastic settlement using strain influence factor. Question q = 190 kN/m 12m 1m El = 6000 kN/m? E2 = 20000 kN/m2 E3 40m E3 = 60000 kN/m2 Depo

A Continuous foundation resting on a deposit of sand layer is shown in the figure, along with the variation of the modulus of elasticity of soil (Es). Assuming y = 17 kN/m²and the time - 10 years. Calculate the elastic settlement using strain influence factor. Question q = 190 kN/m 12m 1m El = 6000 kN/m? E2 = 20000 kN/m2 E3 40m E3 = 60000 kN/m2 Depo

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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A continuous foundation resting on a deposit of sand layer is shown in the figure, along with the variation of the modulus of elasticity of soil (Es). Assuming y = 17 kN/m²and the time - 10 years. Calculate the elastic settlement using strain influence factor. Question %3D 190 kN/m 1.2 m 1m 6m 20 m E1 = 6000 kN/m? E3 E2 = 20000 kN/m² 40m E3 = 60000 kN/m² Deptho
Transcribed Image Text:A continuous foundation resting on a deposit of sand layer is shown in the figure, along with the variation of the modulus of elasticity of soil (Es). Assuming y = 17 kN/m²and the time - 10 years. Calculate the elastic settlement using strain influence factor. Question %3D 190 kN/m 1.2 m 1m 6m 20 m E1 = 6000 kN/m? E3 E2 = 20000 kN/m² 40m E3 = 60000 kN/m² Deptho
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