Effects of High Slag Accumulation on the Stability of Underground Tunnels
Gui-wu Han, Liu-Zheng Liang, Yin Li
Available Online December 2016.
- https://doi.org/10.2991/icwcsn-16.2017.151How to use a DOI?
- Slag heap height; Underground cavern; Rock stability; Underground stress ; FEM.
- In this paper one underground storage cavern's stability is studied, on the condition of high-piled-slag right over the tunnels. The finite element software ANSYS is used as a tool solving the overlying loads's effects to underground rock mass. The calculation results show that, due to the reason that surrounding rock is slightly weathered hard granite and self stabilization ability is strong, the overlying load on the maximum combined stress value of tunnel effect is small.
- Open Access
- This is an open access article distributed under the CC BY-NC license.
Cite this article
TY - CONF AU - Gui-wu Han AU - Liu-Zheng Liang AU - Yin Li PY - 2016/12 DA - 2016/12 TI - Effects of High Slag Accumulation on the Stability of Underground Tunnels BT - 3rd International Conference on Wireless Communication and Sensor Networks (WCSN 2016) PB - Atlantis Press SN - 2352-538X UR - https://doi.org/10.2991/icwcsn-16.2017.151 DO - https://doi.org/10.2991/icwcsn-16.2017.151 ID - Han2016/12 ER -