Analysis on surrounding rock masses’ stabilities for underground cavern group
- 10.2991/iccmcee-15.2015.78How to use a DOI?
- hydropower station; surrounding rock; supporting design; crane beam
Surrounding rock masses’ stabilities of cavities and crane beams of the hydropower station were studied using FLAC3D. Results show that, due to the large excavation span and height, the main powerhouse and tail water hole have larger plastic zones after the excavation, and the same as 1 # unit and 2 # unit affected by the alteration belt; after the excavation, the plastic zones of the main powerhouse and main transformer hole appear connected and it is reduced obviously after support; from the comprehensive consideration of cavities’ stabilities and economic benefits, scheme 3 ( bolts and nineteen cables ) is the optimal supporting plan, apt to ensure the overall stability of surrounding rock; displacements of surrounding rock and bolts’ axial forces of crane beams are caused mainly by excavation, while the parts caused by wheel pressure are small. This offers a reliable basis for stability analysis and supporting design for underground cavern group.
- © 2015, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Shu-guang Song AU - Chao-qun Sun AU - Yun-juan Chen PY - 2015/11 DA - 2015/11 TI - Analysis on surrounding rock masses’ stabilities for underground cavern group BT - Proceedings of the 2015 4th International Conference on Computer, Mechatronics, Control and Electronic Engineering PB - Atlantis Press SP - 401 EP - 405 SN - 2352-5401 UR - https://doi.org/10.2991/iccmcee-15.2015.78 DO - 10.2991/iccmcee-15.2015.78 ID - Song2015/11 ER -