The ratio of settlement at any time 't' to the final settlement, is known as

Related MCQs

• The ratio of the difference between the void ratio of the soil in its loosest state and its natural void ratio (e) to the difference between the void ratios in the loosest and fully dense state, is generally termed as
• The relationship between void ratio (e) and porosity ratio (n) is:
• The ultimate consolidation settlement of a structure resting on a soil
• A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesion-less soil under an intensity of loading of 0.2 N/ram². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is
• The ultimate consolidation settlement of a soil is
• A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading 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
• The ultimate Settlement of a soil is directly proportional to:
• The slope of isochrone at any point at a given time indicates the rate of change of
• The ratio of the weight of water to the weight of solids in a given mass of soil, is known