Finding Skempton's Pore Pressure Coefficients from Triaxial Test Results|Solved Problem
In this video we will learn how to find skempton's pore pressure coefficients or parameters from the Triaxial Test Data
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Question: In a triaxial test, a soil sample was consolidated under a cell pressure of 720 kN/m2 and a back pressure of 375 kN/m2. Thereafter with drainage not allowed, the cell pressure was raised to 820 kN/m2 resulting in the increased pore water pressure reading of 470 kN/m2. The axial load was then increased to give a deviator stress of 575 kN/m2 (while the cell pressure remained at 820 kN/m2) and a pore pressure reading of 665 kN/m2. The pore pressure coefficients A and B are respectively?
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