HGE Flashcards

(50 cards)

1
Q

A pressure surge or wave caused when a fluid in motion is forced to stop or change direction suddenly (momentum change)

A

water hammer

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2
Q

A line joining the points of highest elevation of water in series of vertical open pipes rising from a pipeline in which water flows under pressure

A

Hydraulic grade line

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3
Q

Does not affect the bearing capacity of soil

A

Load imposed

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4
Q

ratio of inertia force of a flowing fluid and the viscous force of the liquid

A

Reynolds number

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5
Q

An orifice is called a large orifice if water head is

A

5 times diameter of orifice

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6
Q

Fluids change the volume under external pressure due to

A

compressibility

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7
Q

The coefficient of compressibility of soil is the ratio of

A

strain to stresses

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8
Q

The seepage force in a soil is

A

Perpendicular to equipotential lines
Proportional to exit gradient
Proportional to headloss

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9
Q

NOT a characteristic of cohesionless soil

A

Practically impermeable

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10
Q

Ideal fluid is

A

Frictionless and incompressible

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11
Q

A rise or fall of liquid in a glass tube of a very small diameter when dipped is

A

Directly proportional to the Unit weight of liquid

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12
Q

Atmospheric pressure varies with

A

Altitude
Temperature
Weather conditions

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13
Q

Falling drops of water becomes spheres due to

A

Surface tension

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14
Q

Excavations in open cuts in excess of _______ depth shall have adequately design shoring in support

A

1.5m

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15
Q

If the footprint area of structure is 500m^2 the minimum number of borehole/s

A

2

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16
Q

The shear strength of a soil:

A

Increases with increase in normal stress

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17
Q

Triaxial shear test acts on what axis?

A

all plane axis except x and y axis.

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18
Q

In what plane is the additional stress (deviator stress) can affect the shear stress?

A

Horizontal

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19
Q

What test is not performed in laboratory?

A

Vane test

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20
Q

In AASHTO, soil greater than 75mm is classified as:

A

Cobbles

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21
Q

Nc, Nq, Ngamma are functions of

A

Internal Friction

22
Q

Molecules of liquids gets attracted to

A

surface tension

23
Q

Where is the metacenter for stable equilibrium

A

above the center of gravity

24
Q

The shear strength of the cohesionless soil is

A

Proportional to the tangent of the angle of shearing resistance

25
The intensity of vertical stress, at a depth due to a point load acting on the surface of a semi infinite elastic soil mass is
Directly proportional to the square of depth
26
When the metacenter of a floating body is lower than the center of gravity, then the body will be in
unstable equilibrium
27
the metacentric height is the distance between the
center of the gravity of the floating body and the metacenter
28
Negative skin friction on piles
caused by soft clay decreases the pile capacity caused due to relative settlement of soil
29
Specific weight of liquid
does not vary on any other planet
30
In civil engineering, soil is
uncemented aggregate
31
the weight per unit volume of a liquid at a standard temperature and pressure is called:
specific weight
32
Total pressure on top of a closed cylindrical vessel completely filled with liquid is directly proportional to
(radius)^4
33
Known as the average diameter
D50
34
Compression index of soil
Increase with an increase in the liquid limit
35
Unlike Particles
Adhesion
36
Like Particles
Cohesion
37
Rapid curing of asphalt is formed by cutting asphalt cement
Petroleum
38
A soil mass is said to be in plastic equilibrium
Verge of failure
39
Practical fluid
Viscosity Surface Tension Compressibility
40
Moisture driven by heat
hydroscopic water
41
The flow in which liquid particles has a definite path and path of adjacent particles do not cross
Stream line flow
42
# of borehole - 50 m^2
1
43
# of borehole - 500 m^2
2
44
# of borehole - 1800 m^2
4
45
# of borehole - 3200 m^2
6
46
# of borehole - 7400m^2
8
47
Soil shall be considered expansive if plasticity index is _____ or greater
15
48
Soil shall be considered expansive if the soil particle pass a No. 200 sieve is more than
10%
49
Confining pressure resulting from the fill and exceed swell pressure by
20%
50
A fill shall be compacted A minimum of _____ test for every 500m^2
3