Research Article

Multimode Resource-Constrained Multiple Project Scheduling Problem under Fuzzy Random Environment and Its Application to a Large Scale Hydropower Construction Project

Table 3

Detailed information of each activity in the concrete double-curvature arch dam construction project.

( )( )( )( )( )( )( )( )( )( )

1 0 0 0 0 0 0 0 0 0 0 0 0
1 1 18.03 35.74 26.15 5.24 5.02 9.61 8.03 11.05 16.33 28.35 43.5 118.5
2 16.47 38.38 23.43 4.50 4.15 9.21 8.85
2 1 62.78 69.84 38.06 13.65 10.50 9.50 35.40 41.15 28.20 30.12 164.2 216.7
2 62.25 66.41 34.18 11.31 9.02 8.86 37.15
3 60.83 68.15 35.46 10.73 10.14 9.05 38.32
3 1 27.16 42.52 37.60 8.26 9.84 9.38 18.41 22.17 26.35 27.21 76.4 172.5
2 25.37 46.15 34.28 7.52 8.05 8.79 20.56
4 1 44.13 51.10 29.85 12.46 10.53 9.22 24.15 28.70 22.76 36.81 65.3 189.8
2 41.35 52.56 27.18 10.62 9.06 9.73 26.37
5 1 46.45 28.60 26.73 9.16 8.75 9.74 26.15 31.04 16.72 28.53 84.5 208.6 1, 2, 3, 4
2 49.74 25.67 20.16 8.02 7.31 9.28 28.67
6 1 0 0 0 5.62 3.28 9.75 6.37 7.82 10.51 23.45 31.4 105.7 1, 2, 3, 4
7 1 23.26 38.36 14.32 8.03 4.79 9.50 13.45 18.02 18.16 35.61 78.7 165.8 6
2 28.14 35.52 10.56 7.00 3.56 9.07 14.69
8 1 20.50 17.82 27.45 6.80 8.27 9.60 10.27 12.84 15.14 21.74 65.7 108.3 6
2 23.51 20.73 21.38 6.02 8.16 9.15 11.04
9 1 18.15 37.25 97.22 8.36 6.46 9.61 46.38 52.26 16.90 27.14 176.5 216.2 5, 7, 8
2 16.57 38.31 93.28 6.25 5.58 8.90 49.36
3 15.04 35.68 94.13 7.10 7.49 9.29 48.50
10 1 12.62 49.55 15.74 10.74 12.65 9.71 12.39 17.55 25.00 28.60 123.5 189.7 5, 7, 8
2 10.41 46.92 13.58 9.66 10.83 9.27 15.58
11 1 13.65 30.52 65.47 7.72 5.35 9.58 38.41 43.18 12.72 15.30 115.2 178.5 10
2 12.08 27.15 62.75 5.39 4.80 9.23 41.24
12 1 34.52 123.66 35.55 10.84 11.20 9.85 28.33 33.76 29.53 28.02 256.4 315.6 10
2 36.18 120.17 33.27 9.74 10.58 9.20 30.46
3 32.45 115.36 30.59 10.52 9.16 8.89 32.30
13 1 15.48 51.35 18.66 9.92 11.06 9.55 8.48 11.38 33.09 38.65 90.3 182.7 12
2 16.73 48.08 16.25 8.14 9.60 9.13 10.05
14 1 16.35 33.74 70.50 6.31 5.08 9.67 30.27 33.13 13.26 11.12 121.3 223.4 10
2 16.35 31.06 66.75 5.42 4.74 9.11 31.86
15 1 0 0 0 9.85 6.30 9.81 31.26 34.59 17.56 27.84 113.6 206.5 10
2 0 0 0 8.72 6.86 9.43 32.39
16 1 8.25 13.58 39.16 8.68 7.65 9.74 8.14 8.90 14.25 27.66 86.2 137.5 9, 11, 13, 14, 15
17 1 0 0 0 8.53 8.06 9.78 9.20 10.06 20.17 52.25 76.1 115.7 16
18 1 0 0 0 10.86 4.15 9.54 4.60 5.18 12.10 27.64 35.3 93.0 17
T1 0 0 0 0 0 0 0 0 0 0 0 0 18