YT2 Materials Engineer EXAM
問題一覧
1
Dry weight
2
Temperature of mixture
3
Test pile
4
135°C
5
30
6
500
7
3 to 5 percent
8
0.3mm crack
9
Dry out to reduce moisture, spread to the required loose thickness and compact
10
Batching
11
To determine the required length and number of piles needed
12
Finer the material
13
Stability test
14
6
15
the plasticity index is 60
16
All of these
17
The computed compressive strength will be higher
18
Submit a field inspection report and test results on concrete cylinder samples
19
Remove and replace the area represented by the failed core samples
20
10
21
2 1/2"
22
Clayey soils
23
3270psi
24
380kg (9.5bags)
25
3.24
26
2/3 of the spacing of the rebars
27
96
28
650psi
29
13mm
30
2%
31
#40 sieve
32
30
33
50mm
34
Geotextiles
35
#4 (4.75mm)
36
Considered inadequate
37
False slump
38
Shrinkage Limit
39
Retarding water-reducing admixture
40
570psi
41
135 - 180°C
42
Bleeding/laitance
43
Slow setting
44
Pull-off test
45
Will receive no payment
46
4.0%
47
Shape of the soil grains
48
24D
49
60 minutes
50
Bottom, middle and top
51
3.9MPa
52
Urban areas
53
None of these
54
355MPa and 465MPa
55
20%
56
Primary rolling
57
Immersion-compression test
58
Hard consistency
59
2 gallons each
60
Increase in void spaces
61
37.7MPa
62
77%
63
Class C w/ slump 2" - 4"
64
Petrographic test
65
28MPa
66
10
67
Materials test report
68
3.15
69
Ultrasonic testing
70
Undisturbed
71
11 spheres
72
Decrease
73
200psi
74
Consolidation test
75
80%
76
6%
77
To determine overheating of asphalt during manufacturing
78
Three edge bearing test
79
Reprocess the material by blending
80
Yield strength
81
All of these
82
Alumina
83
Shoving
84
Higher plasticity index indicates higher degree of compressibility and lower permeability
85
5
86
20 - 50 psi/sec
87
40%
88
1/3
89
200mm to 500mm
90
MC-30
91
Test of concrete pipe sample
92
1% max
93
16
94
1.5 hours
95
5pcs
96
Stripping
97
ACI 211.1
98
75
99
6
100
1 part cement to 2 parts sand
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100問 • 1年前PART A - Facilities for the Engineer
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75問 • 1年前問題一覧
1
Dry weight
2
Temperature of mixture
3
Test pile
4
135°C
5
30
6
500
7
3 to 5 percent
8
0.3mm crack
9
Dry out to reduce moisture, spread to the required loose thickness and compact
10
Batching
11
To determine the required length and number of piles needed
12
Finer the material
13
Stability test
14
6
15
the plasticity index is 60
16
All of these
17
The computed compressive strength will be higher
18
Submit a field inspection report and test results on concrete cylinder samples
19
Remove and replace the area represented by the failed core samples
20
10
21
2 1/2"
22
Clayey soils
23
3270psi
24
380kg (9.5bags)
25
3.24
26
2/3 of the spacing of the rebars
27
96
28
650psi
29
13mm
30
2%
31
#40 sieve
32
30
33
50mm
34
Geotextiles
35
#4 (4.75mm)
36
Considered inadequate
37
False slump
38
Shrinkage Limit
39
Retarding water-reducing admixture
40
570psi
41
135 - 180°C
42
Bleeding/laitance
43
Slow setting
44
Pull-off test
45
Will receive no payment
46
4.0%
47
Shape of the soil grains
48
24D
49
60 minutes
50
Bottom, middle and top
51
3.9MPa
52
Urban areas
53
None of these
54
355MPa and 465MPa
55
20%
56
Primary rolling
57
Immersion-compression test
58
Hard consistency
59
2 gallons each
60
Increase in void spaces
61
37.7MPa
62
77%
63
Class C w/ slump 2" - 4"
64
Petrographic test
65
28MPa
66
10
67
Materials test report
68
3.15
69
Ultrasonic testing
70
Undisturbed
71
11 spheres
72
Decrease
73
200psi
74
Consolidation test
75
80%
76
6%
77
To determine overheating of asphalt during manufacturing
78
Three edge bearing test
79
Reprocess the material by blending
80
Yield strength
81
All of these
82
Alumina
83
Shoving
84
Higher plasticity index indicates higher degree of compressibility and lower permeability
85
5
86
20 - 50 psi/sec
87
40%
88
1/3
89
200mm to 500mm
90
MC-30
91
Test of concrete pipe sample
92
1% max
93
16
94
1.5 hours
95
5pcs
96
Stripping
97
ACI 211.1
98
75
99
6
100
1 part cement to 2 parts sand