Q.1.

When a cohesionless soil attains quick condition, it looses

Q.2.

The specific yield of soil depends upon

Q.3.

In active state of plastic equilibrium in a non cohesive soil with horizontal ground surface

Q.4.

The consolidation time for soils

Q.5.

A pycnometer is used to determine

Q.6.

The shear strength in plastic undrained clay, is due to

Q.7.

A grillage foundation

Q.8.

When a cohesionless soil attains quick condition, it looses

Q.9.

The specific yield of soil depends upon

Q.10.

The shear strength in plastic undrained clay, is due to

Q.11.

The compression index of a soil

Q.12.

Pick up the in-correct statement from the following: The soils which contain montmorillonite minerals

Q.13.

The degree of saturation of the soil sample stated in Q. No,is

Q.14.

Pick up the correct statement from the following :

Q.15.

The maximum load carried by a pile, when it continues to sink without further increase of load, is known as

Q.16.

For determing the specific gravity of soil solids, using a pycnometer ofcc., the following data is available : Weight of dry empty pycnometer =g Weight of dried soil and pycnometer =g Weight of dried soil and distilled =g water filled in pycnometer up to top The specific gravity of soil soilds, is

Q.17.

Number of piles required to support a column, is

Q.18.

The earth pressure of a soil at rest, is proportional to (where φ is the angle of internal friction of the soil)

Q.19.

For a clay slope of height ofm, the stability number is 0.γ = 2.0 t/m3, C = 2.5 t/m2, the critical height of the slope of the soil, is

Q.20.

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

Q.21.

The soil which contains finest grain particles, is

Q.22.

The coefficient of curvature for a well graded soil, must be between

Q.23.

Pick up the correct statement from the following:

Q.24.

Pick up the correct statement from the following:

Q.25.

The soil moisture driven off by heat, is called

Q.26.

Pick up the correct statement from the following:

Q.27.

If σ0' and σ' represent initial and increased pressure ; e0 and e void ratios corresponding to initial and increased pressure ; and C0 the compression index (dimensionless), then, the virgin compression curve as expressed by Terzaghi empirical formula is

Q.28.

The minimum centre to centre distance of friction piles of 1 m diameter, is

Q.29.

The Westergaard analysis is used for

Q.30.

Pick up the correct statement applicable to plate load test