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Advances in Materials Science and Engineering
/
2016
/
Article
/
Tab 5
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Research Article
Estimation of Concrete Carbonation Depth Considering Multiple Influencing Factors on the Deterioration of Durability for Reinforced Concrete Structures
Table 5
Field investigation data (Building 3, construction completion year: 1981).
Measurement point
Member type
Concrete compressive strength (MPa)
Concrete carbonation depth (mm)
Cover depth (mm)
Crack width (mm)
B3P1
Beam
31.3
41.08
30
—
B3P2
Slab
29.9
34.74
25
—
B3P3
Beam
24.4
19.91
75
—
B3P4
Beam
24.5
41.3
55
—
B3P5
Wall
19.3
42.18
40
—
B3P6
Wall
26
29.49
40
—
B3P7
Beam
26
28.49
45
Surface finishing crack
B3P8
Slab
30.5
29.96
30
—
B3P9
Slab
29.3
9.62
40
—
B3P10
Beam
32.8
7.06
70
—
B3P11
Slab
25.6
11.26
30
—
B3P12
Beam
19.4
34.83
45
—
B3P13
Wall
22.5
38.34
30
—
B3P14
Wall
29.3
26.48
65
—
B3P15
Wall
20.2
32.06
75
—
B3P16
Wall
27.8
14.72
35
Surface finishing crack
B3P17
Beam
25.4
55.9
30
—
B3P18
Beam
25.5
51.41
40
—
B3P19
Slab
18.9
49.74
20
—
B3P20
Slab
25.2
44.05
30
—