Research Article

Study on the Mechanical Response of a Dense Pipeline Adjacent to the Shallow Tunnel

Table 4

Simulated working conditions.

Working conditionDesign conditionsNotes

1Clear distance between dense pipeline and dug tunnel0.05DPipeline spacing refers to the actual project, D is the tunnel span, the intersection angle is 90°, the surrounding rock is type 1, and the construction method is CRD
20.1D
30.15D
40.2D

5Intersection angle of dense pipeline and excavated tunnelPipeline spacing refers to the actual project, the net distance is the actual value, the surrounding rock is type 1, and the construction method is CRD
630°
760°
890°

9Surrounding rock parameterType 1Pipeline spacing refers to the actual project, the net distance is the actual value, the intersection angle is 90°, and the construction method is CRD
10Type 2
11Type 3

12Construction methodFull face excavation methodPipeline spacing refers to the actual project, the net distance is the actual value, the intersection angle is 90°, and the surrounding rock is type 1
13Benching tunnelling method
14Shallow excavation CRD method