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
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.

Copyright
© 2017, 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/).

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Volume Title
Proceedings of the 3rd International Conference on Wireless Communication and Sensor Networks (WCSN 2016)
Series
Advances in Computer Science Research
Publication Date
December 2016
ISBN
10.2991/icwcsn-16.2017.151
ISSN
2352-538X
DOI
10.2991/icwcsn-16.2017.151How to use a DOI?
Copyright
© 2017, 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  - 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  - Proceedings of the 3rd International Conference on Wireless Communication and Sensor Networks (WCSN 2016)
PB  - Atlantis Press
SP  - 747
EP  - 750
SN  - 2352-538X
UR  - https://doi.org/10.2991/icwcsn-16.2017.151
DO  - 10.2991/icwcsn-16.2017.151
ID  - Han2016/12
ER  -