Ex.1 A 3m×3m square footing is shown in the figure below, if the net load on the foundation is 2000 kN. A. Use strain influence factor method to calculate elastic settlement of the footing after 6 years of construction. Given to you values of tip resistance from cone penetration test: 2000 kN Depth (m) from the ground surface 9c(kN/m²) 8000 0-2 Y =17 kN/m3 2-4 10000 2m 4-6 9000 3m 6-8 8500
Ex.1 A 3m×3m square footing is shown in the figure below, if the net load on the foundation is 2000 kN. A. Use strain influence factor method to calculate elastic settlement of the footing after 6 years of construction. Given to you values of tip resistance from cone penetration test: 2000 kN Depth (m) from the ground surface 9c(kN/m²) 8000 0-2 Y =17 kN/m3 2-4 10000 2m 4-6 9000 3m 6-8 8500
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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