A vane shear test was performed on saturated clay layer at the site and it is noted that a torque of 45 N-m was required to shear the soil. In order to remould the soil, the vane was rotated rapidly under the certain value of torque say "x". If the sensitivity of the clay is 8, then calculate the value of "x" in N-m. Assume diameter and length of the vane to be 70 mm and 130 mm respectively, consider two way shearing.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A vane shear test was performed on
saturated clay layer at the site and it
is noted that a torque of 45 N-m was
required to shear the soil. In order to
remould the soil, the vane was rotated
rapidly under the certain value of
torque say "x". If the sensitivity of
the clay is 8, then calculate the value
of "x" in N-m.
Assume diameter and length of the
vane to be 70 mm and 130 mm
respectively, consider two way shearing,
Transcribed Image Text:A vane shear test was performed on saturated clay layer at the site and it is noted that a torque of 45 N-m was required to shear the soil. In order to remould the soil, the vane was rotated rapidly under the certain value of torque say "x". If the sensitivity of the clay is 8, then calculate the value of "x" in N-m. Assume diameter and length of the vane to be 70 mm and 130 mm respectively, consider two way shearing,
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