Research Article

Experimental Study of Mechanical Characteristics of Tunnel Support System in Hard Cataclastic Rock with High Geostress

Table 2

Measured results of displacement (mm).

Test sectionsMileageArch crown settlementHorizontal convergence oneHorizontal displacementHorizontal convergence twoHorizontal displacement
Point APoint BPoint CPoint D

1DIK77 + 590Destruction295.1176.2−118.998.887−11.8
DIK77 + 58531.3333.0178.3−154.767.656.2−11.4
DIK77 + 57443.3324.4200.7−97.562.852.2−10.6
Average value40.45333.8234.1−123.776.465.1−11.3

3DIK77 + 55723.5295.4169.4−126
DIK77 + 55223.6238.8140.4−98.4
DIK77 + 54817.5222.8142.0−80.8
Average value21.5252.3150.6101.7