HGE TERMS Flashcards

(48 cards)

1
Q

Most economical section when stopping sides makes an angle ____ with vertical.

A

90 degrees

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2
Q

Granular soil considered medium.

A

10-30

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3
Q

Test not performed in laboratory.

A

Vane Test

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4
Q

Not characteristic of soil mass.

A

Gas

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5
Q

Open tube, shape of a mercury.

A

Curved Up

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6
Q

Weight per unit volume of a liquid at a standard temperature and pressure.

A

Specific Weight

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7
Q

In civil engineering, soil is ____.

A

Uncemented Aggregate

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8
Q

Specific weight of liquid ____.

A

Does not vary on any other planet

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9
Q

Metacentric height is the distance between the ____.

A

Center of gravity of floating body and the meta center.

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10
Q

When metacenter on a floating body is lower than center of gravity.

A

Unstable Equilibrium

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11
Q

Intensity of vertical stress at a depth.

A

Directly proportional to the square of depth

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12
Q

Shear strength of a cohesion-less soil.

A

Proportional to the tangent of the angle of shearing resistant.

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13
Q

Porosity and void ratio equal respectively.

A

0.5 - 1.0

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14
Q

Molecules of liquid gets attracted.

A

Surface Tension

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15
Q

Nc, Nq, Ny, functions of?

A

Angle of Friction

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16
Q

Soil greater than 75 mm

A

Cobbles

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17
Q

Ratio of water to the weight of solid particles.

A

Water Content

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18
Q

In what plane is the deviator stress can affect the shear stress?

A

Horizontal Plane

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19
Q

Triaxial shear test acts

A

All plane axis except x & y axis

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20
Q

Shear strength of a soil

A

Increases with increase in normal stress

21
Q

____ device used to determine undrain shear strength of the soil.

22
Q

____ most used property in soil property.

23
Q

____ branch of hydraulics which deals with study of forces.

A

Hydrodynamics

24
Q

Abrupt rise in water surfaces.

A

Hydraulic Jump

25
Soil turns into a liquid to sink
Liquefaction
26
Cohesive soil deposit considered soft.
24 - 48
27
Slope of cut shall be no steeper than is safe.
1 : 2
28
Ground water table will be at the ground level.
Decrease in Vertical Pressure
29
Ground water table in soil rises, bearing capacity of soil _____.
Decrease
30
One of the following foundation conditions does not affect the bearing capacity.
Load imposed onto the soil
31
Line joining points of highest elevation of water.
Hydraulic Gradient
32
Pressure surge or wave caused.
Water Hammer
33
Number of particles passing every section of stream are equal, flow is ______.
Continuous
34
Slope of fill shall be no steeper than safe is
1 : 2
35
Soil derives its strength from its capacity to resist.
Shear
36
Not component of the soil mass.
None of the list
37
Component of shear strength of a rock that inter particle friction.
Cohesion
38
Considered coarse grained if passing through No. 200 less than
50
39
One of following conditions does not affect foundation settlement.
None of the Above
40
Process by which water saturated soil sediment temperature loss strength.
Liquefaction
41
A body placed in a liquid is buoyed up by a force.
Archimedes
42
Steady flow in any length of stream, average velocity at every cross section is same.
Uniform
43
Volume of liquid passing a cross section of a stream.
Discharge
44
If discharge passing a given cross section is constant with time.
Steady
45
Value of surface tension at normal room temperature.
0.064
46
Force why small insects can walk on the water.
Surface Tension
47
Soil who’s present effective over burn pressure.
Over consolidated
48
Volume of voids to the volume of solids.
Void Ratio