Plot the vertical effective stress, the active Rankine lateral effective stress, the water pressure, and total pressures acting on the wall in the figure below. Also calculate the equivalent soil pressure, equivalent water pressure, and total equivalent pressure on the back of the wall and the location at which they act. Soil 1 Wall 1.5 m y=19 kN/m³ = 30° Soil 2 3 m y-20 kN/m³ -35° Soil 3 4 m 2.5 m y=21 kN/m³ = 38°
Plot the vertical effective stress, the active Rankine lateral effective stress, the water pressure, and total pressures acting on the wall in the figure below. Also calculate the equivalent soil pressure, equivalent water pressure, and total equivalent pressure on the back of the wall and the location at which they act. Soil 1 Wall 1.5 m y=19 kN/m³ = 30° Soil 2 3 m y-20 kN/m³ -35° Soil 3 4 m 2.5 m y=21 kN/m³ = 38°
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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