Advances in Civil Engineering / 2021 / Article / Tab 6 / Research Article
An Investigation of Effects and Safety of Pipelines due to Twin Tunneling Table 6 Summary of the calculation parameters of the centrifuge model tests.
Test identity S max (mm)i (m)α κ p max /K u (MPa)K d (MPa)[E P I P /(K u 0.9 K d 0.1 ( (n /2α )0.5 i )4 )] [S max /(n /2α )0.5 i ]0.25 S p max /TunPipe1 (0.5%) 5.5 7.75 0.587 0.304 17.76 149.82 0.05560 0.78429 TunPipe1 (1.0%) 13.3 5.50 0.311 0.224 17.76 149.82 0.23228 0.57485 TunPipe1 (2.0%) 25.0 4.39 0.066 0.143 17.76 149.82 0.44059 0.48315 TunPipe1 (4.0%) 32.8 3.80 0.051 0.090 17.76 149.82 0.84092 0.34895 TunPipe2 (0.5%) 5.5 7.75 0.587 0.432 16.80 143.40 0.01729 0.88339 TunPipe2 (1.0%) 13.3 5.50 0.311 0.365 16.80 143.40 0.03552 0.82340 TunPipe2 (2.0%) 25.0 4.39 0.066 0.234 16.80 143.40 0.13702 0.62913 TunPipe2 (4.0%) 32.8 3.80 0.051 0.196 16.80 143.40 0.26152 0.52575 TunPipe3 (0.5%) 5.5 7.75 0.587 0.940 17.28 141.67 4.56631E − 4 0.99594 TunPipe3 (1.0%) 13.3 5.50 0.311 0.900 17.28 141.67 9.37974E − 4 0.98096 TunPipe3 (2.0%) 25.0 4.39 0.066 0.785 17.28 141.67 0.00362 0.96090 TunPipe3 (4.0%) 32.8 3.80 0.051 0.711 17.28 141.67 0.00691 0.95091
Note. TunPipe1 (0.5%) means that the pipeline in the centrifuge model test adopts the square aluminum pipeline provided in Table
5 and that the ground loss rate caused by tunneling is 0.5%. This interpretive mode also applies to other test identities.