Which of the following is a limitation of the Direct Shear Test?
The failure plane is predetermined and may not be the weakest plane in the soil specimen.
The question asks about limitations of the Direct Shear Test in soil mechanics. The Direct Shear Test is commonly used to measure shear strength parameters of soil, such as cohesion and the angle of internal friction. However, it has some limitations. Let's analyze each option:
This statement is incorrect because the Direct Shear Test is actually designed to measure these shear strength parameters.
This is the correct answer. In the Direct Shear Test, the failure occurs along a predefined plane between the two halves of the shear box. This plane may not coincide with the actual weakest plane in the soil specimen, which can lead to an inaccurate measurement of the soil's true shear strength.
This statement is incorrect. The Direct Shear Test can be used for both sand and clay soils.
This statement is incorrect. The Direct Shear Test is relatively quick to perform compared to other tests like triaxial tests.
Therefore, the limitation of the Direct Shear Test is "The failure plane is predetermined and may not be the weakest plane in the soil specimen." By understanding this limitation, engineers can interpret the results more accurately and potentially use supplementary testing methods to get a more comprehensive understanding of soil behavior.
With respect to shear strength of soils, refer to the following Assertion and Reason and select the correct statement from the options given.
Assertion (A): For cohesionless soils, the failure does not occur on the plane of maximum shear stress.
Reason (R): Failure in soil takes place due to shear failure when compressive load is applied.
In a direct shear test, the soil load is subjected to more stress at the _______.
A soil sample is subjected to a hydrostatic pressure σ. The Mohr circle for any point in the soil sample would be
The expansion of soil due to shear at a constant value of pressure is called
In the triaxial compression test, the application of additional axial stress on the soil specimen produces shear stress on:
The angle of the failure plane with the major principal plane is given by