A silo of grains of 6.0 m in diameter and its height is 21 m. This silo exerts a load per unit area of the foundation equals 160 kN/m². The profile of the soil deposit of the project site is of clay type with average undrained cohesion (cu) = 24 kN/m², so the bearing capacity factors for '=0 are: Ne = 5.14, Nq=1 and Ny =0. The diameter of the foundation = 7.2 m and the depth of its foundation (dr) = 1.52 m. This silo has been collapsed, notice that it is well to determine the net ultimate bearing capacity for this project. The unit weight of the clay soil is approximately, 18 kN/m³. Prove that the cause of this failure is due to bearing capacity failure.
A silo of grains of 6.0 m in diameter and its height is 21 m. This silo exerts a load per unit area of the foundation equals 160 kN/m². The profile of the soil deposit of the project site is of clay type with average undrained cohesion (cu) = 24 kN/m², so the bearing capacity factors for '=0 are: Ne = 5.14, Nq=1 and Ny =0. The diameter of the foundation = 7.2 m and the depth of its foundation (dr) = 1.52 m. This silo has been collapsed, notice that it is well to determine the net ultimate bearing capacity for this project. The unit weight of the clay soil is approximately, 18 kN/m³. Prove that the cause of this failure is due to bearing capacity failure.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A silo of grains of 6.0 m in diameter and its height is 21 m. This silo exerts a load per unit area of the
foundation equals 160 kN/m² The profile of the soil deposit of the project site is of clay type with average
undrained cohesion (ca) = 24 kN/m², so the bearing capacity factors for '=0 are: Ne = 5.14, No 1 and Ny
= 0. The diameter of the foundation = 7.2 m and the depth of its foundation (df) = 1.52 m. This silo has
been collapsed, notice that it is well to determine the net ultimate bearing capacity for this project. The unit
weight of the clay soil is approximately, 18 kN/m³.
Prove that the cause of this failure is due to bearing capacity failure.
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