In The Figure Below If H 3 5 M H 3 8 M Q 550 Kn M Kn M Net Stress Increase Innni Sand 1 5 M Y 15 7 Kn M Gro 1 (34.68 KiB) Viewed 49 times
In The Figure Below If H 3 5 M H 3 8 M Q 550 Kn M Kn M Net Stress Increase Innni Sand 1 5 M Y 15 7 Kn M Gro 2 (40.31 KiB) Viewed 49 times
In the figure below if h₁=3.5 m; h₂=3.8 m; q=550 kN/m² -=kN/m² (net stress increase) INNNI Sand 1.5 m y = 15.7 kN/m² Groundwater Table him Sand Y sat = 16.5 kN/m³ Clay = Your 16 kN/m² e=0.68 h₂ C₂ = 0.25 = 0.06 C₁ Please fill in the blank with only one digit and no units like this 123.4 A)Calculate the effective stress at the BxL = 1.5mx 3.0m
Time left 0:18:20 A)Calculate the effective middle of the clay layer prior to the construction of the foundation in kN/m² B)Using the 2:1 method, determine the average increase in pressure in the middle of the clay layer below the center of the foundation C) if the soil is normally consolidated. estimate the primary consolidation settlement under the foundation in mm D) if the increase in pressure in the middle of the clay layer is 73 kN/m², OCR=1.5. estimate the primary consolidation settlement under the foundation in mm
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