An embankment is being built of a soil whose unit weight is equal to 18 kN/m³. The pore pressure parameters A and B as determined by the triaxial shear tests are 0.6 and 0.8 respectively. The height of the embankment has just been raised from 6 m to 9 m. The change in pore water pressure will be [Assume lateral pressure at any point as one-half of the vertical stress]
An embankment is being built of a soil whose unit weight is equal to 18 kN/m³. The pore pressure parameters A and B as determined by the triaxial shear tests are 0.6 and 0.8 respectively. The height of the embankment has just been raised from 6 m to 9 m. The change in pore water pressure will be [Assume lateral pressure at any point as one-half of the vertical stress]
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![An embankment is being built of a soil
whose unit weight is equal to 18 kN/m³.
The pore pressure parameters A and B as
determined by the triaxial shear tests are
0.6 and 0.8 respectively. The height of the
embankment has just been raised from 6 m
to 9 m. The change in pore water pressure
will be
[Assume lateral pressure at any point as
one-half of the vertical stress]](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fafd8578d-a70d-4f23-93cc-12f699dfe440%2Fa6393a86-0907-4c50-bcc8-b1319282ea8d%2Few22d7_processed.jpeg&w=3840&q=75)
Transcribed Image Text:An embankment is being built of a soil
whose unit weight is equal to 18 kN/m³.
The pore pressure parameters A and B as
determined by the triaxial shear tests are
0.6 and 0.8 respectively. The height of the
embankment has just been raised from 6 m
to 9 m. The change in pore water pressure
will be
[Assume lateral pressure at any point as
one-half of the vertical stress]
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