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

Soil Mechanics and Foundation
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

consolidated undrained test

unconsolidated drained test

consolidated drained test

unconsolidated undrained test

consolidated undrained test

unconsolidated drained test

consolidated drained test

unconsolidated undrained test

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Soil Mechanics and Foundation
Direct measurement of permeability of the specimen at any stage of loading can be made

both (A) and (B)

None of these

only in fixed ring type consolido-meter

only in floating ring type consolido-meter

both (A) and (B)

None of these

only in fixed ring type consolido-meter

only in floating ring type consolido-meter

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Soil Mechanics and Foundation
At liquid limit, all soils possess

same shear strength of small magnitude

different shear strengths of small magnitude

different shear strengths of large magnitude

same shear strength of large magnitude

same shear strength of small magnitude

different shear strengths of small magnitude

different shear strengths of large magnitude

same shear strength of large magnitude

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Soil Mechanics and Foundation
During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is

-2

0.5

2

-0.5

-2

0.5

2

-0.5

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Soil Mechanics and Foundation
The admixture of coarser particles like sand or silt to clay causes

decrease in liquid limit and increase in plasticity index

decrease in both liquid limit and plasticity index

increase in both liquid limit and plasticity index

decrease in liquid limit and no change in plasticity index

decrease in liquid limit and increase in plasticity index

decrease in both liquid limit and plasticity index

increase in both liquid limit and plasticity index

decrease in liquid limit and no change in plasticity index

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Soil Mechanics and Foundation
Which one of the following clays behaves like a dense sand ?

under-consolidated clay

normally consolidated clay

over-consolidated clay with a low over-consolidation ratio

over-consolidated ciay with a high over-consolidation ratio

under-consolidated clay

normally consolidated clay

over-consolidated clay with a low over-consolidation ratio

over-consolidated ciay with a high over-consolidation ratio

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Soil Mechanics and Foundation

Soil Mechanics and Foundation 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

Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made

Soil Mechanics and Foundation At liquid limit, all soils possess

Soil Mechanics and Foundation During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is

Soil Mechanics and Foundation The admixture of coarser particles like sand or silt to clay causes

Soil Mechanics and Foundation Which one of the following clays behaves like a dense sand ?

Soil Mechanics and Foundation
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

Soil Mechanics and Foundation
Direct measurement of permeability of the specimen at any stage of loading can be made

Soil Mechanics and Foundation
At liquid limit, all soils possess

Soil Mechanics and Foundation
During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is

Soil Mechanics and Foundation
The admixture of coarser particles like sand or silt to clay causes

Soil Mechanics and Foundation
Which one of the following clays behaves like a dense sand ?