Research Article

Deformation Mechanism and Control Technology of Surrounding Rock in the Deep-Buried Large-Span Chamber

Table 6

Prediction results of chamber rock mass parameters (project type: chamber;  m).

Project nameUniaxial compressive strength
Uniaxial tensile strength
Deformation modulus
Cohesion
Friction angle

MPC8.572.362.231.3129.73
CSC4.961.431.730.9719.34