In an unconsolidated undrained triaxial test, it is observed that an increase in cell pressure from 150 kPa to 250 kPa leads to a pore pressure increases of 80 kPa. It is further observed that, an increase of 50 kPa in deviatoric stress results in an increase of 25 kPa in the pore pressure. The value of Skempton's nore pressure parameter B is
In an unconsolidated undrained triaxial test, it is observed that an increase in cell pressure from 150 kPa to 250 kPa leads to a pore pressure increases of 80 kPa. It is further observed that, an increase of 50 kPa in deviatoric stress results in an increase of 25 kPa in the pore pressure. The value of Skempton's nore pressure parameter B is
Chapter2: Loads On Structures
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
Transcribed Image Text:In an unconsolidated undrained triaxial test, it is
observed that an increase in cell pressure from
150 kPa to 250 kPa leads to a pore pressure increases
of 80 kPa. It is further observed that, an increase of
50 kPa in deviatoric stress results in an increase of
25 kPa in the pore pressure. The value of Skempton's
pore pressure parameter B is
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