in figure) was inserted completely into a deposit A field vane shear testing instrument (as shown of soft, saturated silty clay with the vane rod vertical such that the top of the blades were 500

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A field vane shear testing instrument (as shown
in figure) was inserted completely into a deposit
of soft, saturated silty clay with the vane rod
vertical such that the top of the blades were 500
mm below the ground surface. Upon application
of a rapidly increasing torque about the vane rod,
the soil was found to fail when the torque reached
4.6Nm. Assuming mobilization of undrained
shear strength on all failure surfaces to be uniform
and the resistance mobilized on the surface
of the vane rod to be negligible, what would
be the peak undrained shear strength (rounded
off to the nearest integer value of kPa) of the
soil?
mon br Top view (plane)
Torque
yeb betshiloer
Vane
blade
Vane rod
Torque
Vane rod
seneb
100 mm
Elevation
50 mm
Transcribed Image Text:A field vane shear testing instrument (as shown in figure) was inserted completely into a deposit of soft, saturated silty clay with the vane rod vertical such that the top of the blades were 500 mm below the ground surface. Upon application of a rapidly increasing torque about the vane rod, the soil was found to fail when the torque reached 4.6Nm. Assuming mobilization of undrained shear strength on all failure surfaces to be uniform and the resistance mobilized on the surface of the vane rod to be negligible, what would be the peak undrained shear strength (rounded off to the nearest integer value of kPa) of the soil? mon br Top view (plane) Torque yeb betshiloer Vane blade Vane rod Torque Vane rod seneb 100 mm Elevation 50 mm
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