The direct shear test suffers from the following disadvantage:

Related MCQs

• A triaxial shear test is preferred to direct shear test, because
• A direct shear test possesses the following disadvantage:
• For shear strength, triaxial shear test is suitable because
• If drainage is permitted throughout the test, during the application of both normal, and shear stresses so that full consolidation occurs and no excess pore pressure is set up at any stage of the test, is known as
• For testing a saturated clay for shear strength, the test recommended, is
• The vane shear test is used for the in-situ determination of the undrained strength of the intact fully saturated
• In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear
• In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on
• In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as
• The shear resistance of a soil is constituted basically of the following component.