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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

SL
ML
CH
MH

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Soil Mechanics and Foundation
Dispersed type of soil structure is an arrangement comprising particles having

All of these
face to face or parallel orientation
edge to face orientation
edge to edge orientation

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Soil Mechanics and Foundation
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

10 mm
None of these
40 mm
20 mm

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Soil Mechanics and Foundation
A fully saturated soil is said to be

one phase system
two phase system with soil and air
two phase system with soil and water
three phase system

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Soil Mechanics and Foundation
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

between 750 mm and 1 m
greater than 1 m
between 300 mm and 750 mm
less than 300 mm

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

Dispersing agent correction
Temperature correction
Meniscus correction
Temperature, meniscus and dispersing agent corrections

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