GEO PRO MAX Flashcards

(34 cards)

1
Q

The admixture of coarser particles like sand or silt to clay causes

A

Decrease in both liquid limit and
plasticity index

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2
Q

The water content in a soil sample when it continues to loose weight without loosing the volume, is called

A

Shrinkage limit

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3
Q

A decrease in water content results in a reduction of the volume of soil in:

A

A. Liquid state
B. Plastic state
C. Semi-solid state

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4
Q

Negative skin friction on piles

A

A. Is caused due to relative
settlement of the soil
B. Is caused in soft clays
C. Decreases the pile capacity

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5
Q

Volume change in saturated soils caused by the expulsion of pore water from loading?

A

Primary Consolidation

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6
Q

A process by which water-saturated soil sediment temporarily loss strength and acts as a fluid.

A

Liquefaction

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7
Q

One of the following foundation
conditions does not affect the bearing capacity of the supporting soil.

A

Load imposed onto the soil

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8
Q

If the ground water table in a soil formation rises as resulting of flooding, the bearing capacity of the soil:

A
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9
Q

Rise of water table above the ground surface causes:

A

Equal increase in pore water pressure and total stress

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10
Q

The shear strength of a soil:

A

Decreases with decrease in normal stress

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11
Q

Effective stress on soil:

A

Decreases both voids ratio and
permeability

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12
Q

The coefficient of compressibility of soil, is the ratio of:

A

Strain to stress

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13
Q

An index used to identify the swelling potential of clay soils is called

A

Activity

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14
Q

The property of a soil which permits water to percolate through it

A

Permeability

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15
Q

Which of the following methods is best suited for determination of permeability of coarse grained soils?

A

Constant head method

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16
Q

Terzaghi’s bearing capacity factors Nc, Nq and Nγ are functions of

A

Angle of internal friction

17
Q

Coefficient of earth pressure at rest is

A

Greater than active earth
pressure but less than passive
earth pressure

18
Q

The average coefficient of
permeability of natural deposits

A

Parallel to stratification is
always greater than that
perpendicular to stratification

19
Q

The quantity of seepage of water through soils is proportional to

A

Coefficient of permeability of
soil and Total head loss through the soil

20
Q

The critical exist gradient of seepage water in soils, increases with

A

An increase in specific gravity and A decrease in void ratio

21
Q

Who is the father of modern soil mechanics?

22
Q

Accurate determination of water content, is made by

A

Oven-drying method

23
Q

If the sand in-situ is in its
densest state, then the relative density of sand is

24
Q

Coefficient of consolidation of a
soil is affected by

A

Both compressibility and permeability

25
If the ground water table in the soil formation rises as a resulting of flooding, the bearing capacity of the soil
decreasing
26
One of the following foundation conditions does not affect the bearing capacity of the supporting soil A. Unit weight of the soil B. depth of founding of footings C. Load imposed onto the soil D. Position of ground water table
C. Load imposed onto the soil
27
What is the largest grain that passes a no. 200 sieve in millimeter?
0.074
28
Section 302.2.2 of the National Structural Code of the Philippines provides that the slope of cut surfaces of the ground shall be no steeper than is safe for the intended use and shall be no steeper that:
1 to 2
29
The maximum shear stress occurs on the filament which makes an angle with the horizontal plane equal to:\ A. 30° B. 45° C. 60° D. 90°
B. 45°
30
In the triaxial test, the deviator stress increases the shear stress on what plane? A. Horizontal plane only B. Vertical plane only C. Both horizontal and vertical planes D. All planes except the horizontal and vertical planes
B. Vertical plane only
31
The shear strength of a soil: A. Increases with an increase in the normal stress B. is proportional to the cohesion of the soil C. Is generally known as the strength of the soil D. All of the above
D. All of the above
32
Pick up the correct statement from the following: A. Failure plane carries maximum shear stress B. Failure plane does not carry maximum shear stress C. Failure plane carries shear stress equal to maximum shear stress D. None of these
B. Failure plane does not carry maximum shear stress
33
Which of the following tests is not done on a laboratory set up? A. Direct shear test B. Vane shear test C. Triaxial test D. Unconfined compression test
B. Vane shear test
34