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Soil Mechanics and Foundation

Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

PI>27
17
7
0 < PI < 7

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

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

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Soil Mechanics and Foundation
A retaining wall 6m high supports a backfill with a surcharge angle of 10°. The back of the wall is inclined to the vertical at a positive batter angle of 5°. If the angle of wall friction is 7°, then the resultant active earth pressure will act at a distance of 2 m above the base and inclined to the horizontal at an angle of

17°
7°
10°
12°

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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

0.5
-0.5
2
-2

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Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

between 0 and 1
1
zero
greater than 1

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Soil Mechanics and Foundation
For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ?

oven drying method
calcium carbide method
alcohol method
sand bath method

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