Proceedings of the 3rd International Conference on Wireless Communication and Sensor Networks (WCSN 2016)

Effects of High Slag Accumulation on the Stability of Underground Tunnels

Authors
Gui-wu Han, Liu-Zheng Liang, Yin Li
Corresponding Author
Gui-wu Han
Available Online December 2016.
DOI
https://doi.org/10.2991/icwcsn-16.2017.151How to use a DOI?
Keywords
Slag heap height; Underground cavern; Rock stability; Underground stress ; FEM.
Abstract
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.
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Proceedings
3rd International Conference on Wireless Communication and Sensor Networks (WCSN 2016)
Part of series
Advances in Computer Science Research
Publication Date
December 2016
ISBN
978-94-6252-302-9
ISSN
2352-538X
DOI
https://doi.org/10.2991/icwcsn-16.2017.151How to use a DOI?
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  -