Three samples of loose sand were tested under consolidated undrained (CU) conditions. The failure stresses and excess pore water pressure for the soil sample is given below: Cell Pressure = 219 kPa Deviator Stress = 129 kPa Pore Water Pressure = 98 kPa Determine the drained angle of inclination of failure plane in degrees. Round off to two decimal places.
Three samples of loose sand were tested under consolidated undrained (CU) conditions. The failure stresses and excess pore water pressure for the soil sample is given below: Cell Pressure = 219 kPa Deviator Stress = 129 kPa Pore Water Pressure = 98 kPa Determine the drained angle of inclination of failure plane in degrees. Round off to two decimal places.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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