Hydraulics and Principles of Geotechnical Engineering
問題一覧
1
Specific Weight
2
Uncemented Aggregate
3
Does not vary on any other planet
4
All of the above
5
Center of gravity of the floating body and the metacenter
6
Unstable equilibrium
7
Directly proportional to the square of depth
8
Proportional to the tangent of the angle of shearing resistance
9
0.5 and 1.0
10
Above the center of gravity
11
Surface Tension
12
Angle of Friction
13
Cobbles
14
Water Content
15
Vane Test
16
Horizontal Plane
17
All plane axis except x and y axis
18
Increases with increase normal stress
19
Shear Vane
20
Void Ratio
21
Hydrodynamics
22
Hydraulic Jump
23
Liquefaction
24
24 to 48
25
1 to 2
26
Decrease in the Vertical Pressure
27
Decrease
28
Load imposed onto the soil
29
Hydraulic Gradient
30
Water Hammer
31
Continuous Flow
32
10 to 30
33
High Shear Strength
34
40
35
40
36
Degree of Saturation
37
Porosity
38
4 Degree Celsius
39
Pascal
40
Bernoulli
41
0.0740mm
42
Turbulent Flow
43
0.50
44
Shear
45
None of the above
46
Cohesion
47
50
48
None of the above
49
Liquefaction
50
Archimedes
51
Uniform Flow
52
Above the center of gravity
53
Discharge
54
Steady Flow
55
0.064 N/m
56
Surface Tension
57
Over Consolidated
58
There is a decrease of lateral pressure
59
Void Ratio
60
This will cause the decrease of the effective stress at that point
61
The dry unit weight of soil will increase
Principles of Structural Analysis and Design
Principles of Structural Analysis and Design
Kate Ann Marie Cabero · 36問 · 2年前Principles of Structural Analysis and Design
Principles of Structural Analysis and Design
36問 • 2年前Mathematics, Surveying, Transportation Engineering, Construction and Methods
Mathematics, Surveying, Transportation Engineering, Construction and Methods
Kate Ann Marie Cabero · 89問 · 2年前Mathematics, Surveying, Transportation Engineering, Construction and Methods
Mathematics, Surveying, Transportation Engineering, Construction and Methods
89問 • 2年前問題一覧
1
Specific Weight
2
Uncemented Aggregate
3
Does not vary on any other planet
4
All of the above
5
Center of gravity of the floating body and the metacenter
6
Unstable equilibrium
7
Directly proportional to the square of depth
8
Proportional to the tangent of the angle of shearing resistance
9
0.5 and 1.0
10
Above the center of gravity
11
Surface Tension
12
Angle of Friction
13
Cobbles
14
Water Content
15
Vane Test
16
Horizontal Plane
17
All plane axis except x and y axis
18
Increases with increase normal stress
19
Shear Vane
20
Void Ratio
21
Hydrodynamics
22
Hydraulic Jump
23
Liquefaction
24
24 to 48
25
1 to 2
26
Decrease in the Vertical Pressure
27
Decrease
28
Load imposed onto the soil
29
Hydraulic Gradient
30
Water Hammer
31
Continuous Flow
32
10 to 30
33
High Shear Strength
34
40
35
40
36
Degree of Saturation
37
Porosity
38
4 Degree Celsius
39
Pascal
40
Bernoulli
41
0.0740mm
42
Turbulent Flow
43
0.50
44
Shear
45
None of the above
46
Cohesion
47
50
48
None of the above
49
Liquefaction
50
Archimedes
51
Uniform Flow
52
Above the center of gravity
53
Discharge
54
Steady Flow
55
0.064 N/m
56
Surface Tension
57
Over Consolidated
58
There is a decrease of lateral pressure
59
Void Ratio
60
This will cause the decrease of the effective stress at that point
61
The dry unit weight of soil will increase