Research Article
Key Factors Affecting the Deformation and Failure of Surrounding Rock Masses in Large-Scale Underground Powerhouses
Table 2
Statistics of deformation and failure of the surrounding rock mass in some large-scale underground powerhouses during construction [
1ā
11].
| Project name | Deformation and failure issues |
| Baihetan | Spalling and large deformation of the surrounding rock mass, collapse, and shotcrete layer cracks | Dagangshan | Dike collapse at the arch | Ertan | Rockburst, peeling off of the surrounding rock mass and circumferential cracks in the omnibus bar cave | Houziyan | Splitting, slabbing, and large deformation of the surrounding rock mass, bolt head caving in, ballooning, and cracking of the shotcrete layer | Jinping I | Spalling, splitting, bellying, and large deformation of the surrounding rock mass and shotcrete layer cracks | Jinping II | Rockburst and spalling | Laxiwa | Unstable block at the arch and circumferential cracks in the omnibus bar cave | Longtan | Bedding toppling deformation of the surrounding rock mass and bolt fracture | Pubugou | Rockburst and cracks at the rock anchor beam | Three Gorges | Tensile fracture and shear deformation of blocks | Xiaowan | Unstable blocks and cracks on the sidewall | Xiluodu | Potential sliding blocks |
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