Question: Q 3 . An in - situ vane shear test was conducted on saturated clay, and a torque of 2 8 Nm was required to

Q3. An in-situ vane shear test was conducted on saturated clay, and a torque of 28 Nm was required to shear the soil. What was the undrained strength of clay? The vane was 50 mm in diameter and 100 mm long. During the test, only two-thirds of the height of the vane penetrated the soil sample.
Q 3 . An in - situ vane shear test was conducted

Step by Step Solution

There are 3 Steps involved in it

1 Expert Approved Answer
Step: 1 Unlock blur-text-image
Question Has Been Solved by an Expert!

Get step-by-step solutions from verified subject matter experts

Step: 2 Unlock
Step: 3 Unlock

Students Have Also Explored These Related Civil Engineering Questions!

Q:

Refer to Problem 3.18. Determine the overconsolidation ratio for the clay. Use Eqs. (3.42) and (3.45). Use ' o = 64.2 kN/m 2 . Eqs. (3.42) Eqs. (3.45) Problem 3.18. a. A vane shear test was conducted...

Q:

a. A vane shear test was conducted in a saturated clay. The height and diameter of the rectangular vane were 101.6 mm and 50.8 mm, respectively. During the test, the maximum torque applied was 280 N?...

Q:

A vane shear test was conducted in a saturated soft clay, using a 100 mm x 200 mm vane. When the vane was rotated at the standard rate of 0.1/s, the torque measured in the torque meter increased to...

Q:

Vane shear tests were conducted in the clay layer. The vane dimensions were 63.5 mm (D) x 127 mm (H). For the test at A, the torque required to cause failure was 0.051 Nm. For the clay, given: liquid...

Q:

A vane shear tester is used to determine an approximate value of the shear strength of clay (undrained shear strength) in the field. The field measured shear strength values need to be corrected for...

Q:

Calculate the deflection of a simply supported beam with a span of 8 meters under a uniform load of 5 kN / m . Determine the factor of safety for a slope with an angle of 3 0 degrees, cohesion of 1 0...

Q:

Calculate the deflection of a simply supported beam with a span of 8 meters under a uniform load of 5 kN / m . Determine the factor of safety for a slope with an angle of 3 0 degrees, cohesion of 1 0...

Q:

Calculate the deflection of a simply supported beam with a span of 8 meters under a uniform load of 5 kN / m . Determine the factor of safety for a slope with an angle of 3 0 degrees, cohesion of 1 0...

Q:

Calculate the deflection of a simply supported beam with a span of 8 meters under a uniform load of 5 kN / m . Determine the factor of safety for a slope with an angle of 3 0 degrees, cohesion of 1 0...

Q:

Calculate the deflection of a simply supported beam with a span of 8 meters under a uniform load of 5 kN / m . Determine the factor of safety for a slope with an angle of 3 0 degrees, cohesion of 1 0...

Q:

2. In engineering one of the most used systems for anchoring structures are bolted or riveted joining elements, being the aeronautical industry in which it is recurrently observed, such as in the...

Q:

Consider each of the following independent cases. For each, comment on the appropriateness of the journal entry presented, noting any elements, principles, constraints, or qualities in the conceptual...

Q:

A decrease in the intrinsic value of a fair value hedge is: Multiple Choice accounted for as a decrease of current earnings. not recorded because the exchange transaction has not yet occurred....

Q:

ACC120 Lab 2 S2022 Question 4 of 5 View Policies Current Attempt in Progress -/2 On July 31, 2021, Lee Meche, MD, had the following balances in the ledger for his medical practice: Cash $8,940, Accou...