Soil Mechanics Lab CE350: Direct Shear Test

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18 Questions

In the direct shear test, the normal stress is calculated as the load ring reading divided by the corrected area.

True

The shear stress is calculated as the shear force divided by the correct area, only at failure.

True

The friction angle is calculated as the tangent of the normal stress divided by the shear force.

False

The peak stress is the maximum shear stress reached during the direct shear test.

True

The horizontal dial gauge is used to measure the vertical displacement of the specimen.

False

The cohesion is calculated as the shear stress at failure minus the normal stress times the tangent of the friction angle.

True

The unconfined compression test is a type of triaxial test where the minor principal stress is equal to the applied axial stress.

False

The unconfined compressive strength is defined as the minimum compressive stress at failure.

False

A remolding device is required for testing undisturbed samples.

False

The balance is used to measure the axial deformation of the specimen.

False

The electrically driven strain-controlled device is a required apparatus for the unconfined compression test.

False

The objective of the unconfined compression test is to determine the shear strength of non-cohesive soil.

False

The aspect ratio of the specimen should be between 2 and 3 to prevent buckling action.

True

The final moisture content of the specimen is not a required measurement.

False

The corrected area is calculated as Ao/(1-Δh/Lo).

True

The axial force is calculated as the load ring reading divided by the corrected area.

False

The unconfined compression test is used to predict the bearing capacity of piles.

True

The Mohr's Circle is used to calculate the cohesion of the soil.

False

This quiz covers the concepts of direct shear test, frictional strength, and cohesion in soil mechanics. It includes formulas and diagrams related to the direct shear test, normal stress, and shear stress. Get ready to test your understanding of soil mechanics!

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