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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

1.0 and 0.0
0.0 and 1.0
1.0 and 0.5
0.5 and 1.0

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Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.036
0.28
036
0.028

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Soil Mechanics and Foundation
A pycnometer is used to determine

specific gravity and dry density
voids ratio and dry density
water content and specific gravity
water content and voids ratio

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Soil Mechanics and Foundation
Allowable bearing pressure for a foundation depends upon

allowable settlement only
none of above
both allowable settlement and ultimate bearing capacity
ultimate bearing capacity of soil only

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

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

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

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

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