9 Kn M Net Stress Increase Invivant Sand Y 15 7 Kn M Groundwater Table 1 5 M Him Sand Yar 16 5 Kn M Clay Year 1 (31.81 KiB) Viewed 37 times
9 Kn M Net Stress Increase Invivant Sand Y 15 7 Kn M Groundwater Table 1 5 M Him Sand Yar 16 5 Kn M Clay Year 2 (16.96 KiB) Viewed 37 times
-9= kN/m² (net stress increase) INVIVANT Sand y = 15.7 kN/m² Groundwater Table 1.5 m him Sand Yar 16.5 kN/m³ Clay Year = 16 kN/m³ h₂ = 0.68 C₂ = 0.25 C₁ = 0.06 Please fill in the blank with only one digit and no units like this 123.4 A)Calculate the effective stress at the middle of the clay layer prior to the construction kN/m² B)Using the 2:1 method, determine the average increase in pressure in the middle of th Bx L = 1.5m x 3.0m
Please fill in the blank with only one digit and no units like this 123.4 A)Calculate the effective stress at the 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 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 74 kN/m² OCR-1.5. estimate the primary consolidation settlement under the foundation in mm.
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