Research Article

Mechanical Responses to Different Excavation Methods of Qichongcun Tunnel in Guiyang City, China

Table 7

Horizontal displacement of surrounding rocks.

MethodLeft arch foot of tunnel I (mm)Right arch foot of tunnel II (mm)Left arch foot of tunnel II (mm)Right arch foot of tunnel II (mm)

Three-step method−3.44.9−2.93.6
Single-side guide pit method−1.52.4−0.9−1.1
Double-side guide pit method−0.81.1−0.4−0.8