The intensity of passive earth pressure at a depth of 8 m in a cohesionless soil with an angle of internal friction of 30° when water rises to ground level is kN/m² Take saturated unit weight of sand as 21 kN/ m³ and y = 9.81 kN/m³
The intensity of passive earth pressure at a depth of 8 m in a cohesionless soil with an angle of internal friction of 30° when water rises to ground level is kN/m² Take saturated unit weight of sand as 21 kN/ m³ and y = 9.81 kN/m³
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The intensity of passive earth pressure at a
depth of 8 m in a cohesionless soil with an
angle of internal friction of 30° when water
rises to ground level is kN/m²
Take saturated unit weight of sand as 21 kN/
m³ and y = 9.81 kN/m³](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff88a3e6e-0080-43a2-ac73-74a56fd29635%2F281f4205-436f-4e79-80da-e9d5bc68f153%2F8nstv1_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The intensity of passive earth pressure at a
depth of 8 m in a cohesionless soil with an
angle of internal friction of 30° when water
rises to ground level is kN/m²
Take saturated unit weight of sand as 21 kN/
m³ and y = 9.81 kN/m³
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