問題一覧
1
Steady flow
2
cohesion
3
liquefaction
4
effective stress
5
gas
6
sieve analysis
7
gravel
8
none of these
9
water hammer
10
hydraulic gradient
11
decreases
12
Position of ground water table
13
Turbulent
14
Water hammer
15
4
16
Surface tension
17
Degree os saturation
18
Void ratio
19
Moisture content
20
100-200
21
25-50
22
0-25
23
6.548
24
40
25
13.6
26
967
27
Viscosity
28
1/2
29
Neutral equilibrium
30
Practically impermeable
31
3.68
32
Horizontal
33
Vane test
34
Cobbles
35
Surface tension
36
Above center of gravity
37
0.5 and 1
38
Proportional to the tangent of the angle of shearing resistance
39
Directly proportional to the square of depth
40
Unstable equilibrium
41
Center of the gravity of the floating body and the metacenter
42
All of the above
43
Does not vary on the other planet
44
uncemented aggregate
45
Specific weight
46
Silt and clay
47
Sand
48
Silt
49
Gravel
50
Clay
51
Gravel
52
Sand
53
Silt and Clay
54
Clayey
55
Silty
56
Boulders and cobbles
57
Sand
58
Silt
59
Clay
60
A-7-5
61
A-7-6
62
Increases with increase in normal stress
63
All plane axis except x and y axis
64
Angle of friction
65
gage pressure
66
Kn-m
67
true
68
false
69
normal to the surface
70
perpendicular
71
remain horizontal
MSTE
MSTE
Buan Jared Austin B. · 100問 · 2年前MSTE
MSTE
100問 • 2年前MSTE 2.0
MSTE 2.0
Buan Jared Austin B. · 77問 · 2年前MSTE 2.0
MSTE 2.0
77問 • 2年前SEC
SEC
Buan Jared Austin B. · 65問 · 2年前SEC
SEC
65問 • 2年前MSTE LOOKSFAM
MSTE LOOKSFAM
Buan Jared Austin B. · 90問 · 2年前MSTE LOOKSFAM
MSTE LOOKSFAM
90問 • 2年前問題一覧
1
Steady flow
2
cohesion
3
liquefaction
4
effective stress
5
gas
6
sieve analysis
7
gravel
8
none of these
9
water hammer
10
hydraulic gradient
11
decreases
12
Position of ground water table
13
Turbulent
14
Water hammer
15
4
16
Surface tension
17
Degree os saturation
18
Void ratio
19
Moisture content
20
100-200
21
25-50
22
0-25
23
6.548
24
40
25
13.6
26
967
27
Viscosity
28
1/2
29
Neutral equilibrium
30
Practically impermeable
31
3.68
32
Horizontal
33
Vane test
34
Cobbles
35
Surface tension
36
Above center of gravity
37
0.5 and 1
38
Proportional to the tangent of the angle of shearing resistance
39
Directly proportional to the square of depth
40
Unstable equilibrium
41
Center of the gravity of the floating body and the metacenter
42
All of the above
43
Does not vary on the other planet
44
uncemented aggregate
45
Specific weight
46
Silt and clay
47
Sand
48
Silt
49
Gravel
50
Clay
51
Gravel
52
Sand
53
Silt and Clay
54
Clayey
55
Silty
56
Boulders and cobbles
57
Sand
58
Silt
59
Clay
60
A-7-5
61
A-7-6
62
Increases with increase in normal stress
63
All plane axis except x and y axis
64
Angle of friction
65
gage pressure
66
Kn-m
67
true
68
false
69
normal to the surface
70
perpendicular
71
remain horizontal