iT iB + + Tapered vane vane Rectangular POI = 7 h = 2d
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a. A vane shear test was conducted in a saturated clay. The height and diameter of the rectangular vane were 4 in. and 2 in., respectively. During the test, the maximum torque applied was 230 lb-in. Determine the undrained shear strength of the clay. b. The clay soil described in part (a) has a liquid limit of 58 and a plastic limit of 29. What would be the corrected undrained shear strength of the clay for design purposes? Use Bjerrum’s relationship for λ [Eq. (3.40a)].
Transcribed Image Text:iT
iB
+ +
Tapered vane
vane
Rectangular
POI = 7
h = 2d
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