Compute the intensities of active and passive earth pressure at depth of 8 m in dry cohesionless sand with an angle of Internal friction of 30°, and unit weight of 18 kN/m³. What will be the intensities of active and passive earth pressure if the water level rises to the ground level? Take the saturated unit weight of sand as 22 kN/m².Compute the intensities of active and passive earth pressure at depth of 8 m in dry cohesionless sand with an angle of Internal friction of 30°, and unit weight of 18 kN/m³. What will be the intensities of active and passive earth pressure if the water level rises to the ground level? Take the saturated unit weight of sand as 22 kN/m².
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Compute the intensities of active and passive earth pressure at depth of 8 m in dry cohesionless sand with an angle of Internal friction of 30°, and unit weight of 18 kN/m³. What will be the intensities of active and passive earth pressure if the water level rises to the ground level? Take the saturated unit weight of sand as 22 kN/m².Compute the intensities of active and passive earth pressure at depth of 8 m in dry cohesionless sand with an angle of Internal friction of 30°, and unit weight of 18 kN/m³. What will be the intensities of active and passive earth pressure if the water level rises to the ground level? Take the saturated unit weight of sand as 22 kN/m².
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