The shear strength in plastic undrained clay, is due to

Related MCQs

• The ratio of the undrained strength in the undrained state to the undrained strength, at the same water content, in the remoulded state, is called the sensivity of the clay. Its value for quick clays is
• The vane shear test is used for the in-situ determination of the undrained strength of the intact fully saturated
• For testing a saturated clay for shear strength, the test recommended, is
• A stratum of clay 2 m thick will get consolidated 80% in 10 years. For the 80% consolidation of 8 m thick stratum of the same clay, the time required is
• A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m² to 200 kN/m². If the effective stress is further increased from 200 kN/m² to 400 kN/m², then the settlement of the same clay is
• For shear strength, triaxial shear test is suitable because
• In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear
• A triaxial shear test is preferred to direct shear test, because
• The shear strength of a soil
• Shear strength of a soil is a unique function of