Research Article

Study on Zonal Cooperative Control Technology of Surrounding Rock of Super Large Section Soft Rock Chamber Group Connected by Deep Vertical Shaft

Table 2

Numerical calculation parameters of bolt/cable.

Supporting structureElasticity modulus/GPaCross section area/10−4 m2Adhesion/105 N·m−1Bond stiffness/107 N·m−2Breaking load/kN

Bolt2109.434.22.51231
Cable1969.431.81.19580