Proceedings of the 2016 International Conference on Civil, Structure and Environmental Engineering

A New Prediction Method of Rockburst in Underground Engineering Based on Elastic Energy Index

Authors
SC. Xu, SS. Yu
Corresponding Author
SC. Xu
Available Online April 2016.
DOI
10.2991/i3csee-16.2016.52How to use a DOI?
Keywords
prediction method, rockburst, elastic energy Index
Abstract

In this paper, a new prediction method of rockburst in underground engineering has been proposed based on elastic energy index through cyclic loading and unloading test. The calculation formula has been explicitly explained and WET was gained through cyclic loading and unloading test result. Finally, we obtain the conclusion that skarn is a kind of hard brittle rock which has high rock burst tendency. In the cyclic loading and unloading test, the curve behaviors as a “n” shapke which indicate that its energy storage capacity increase first with cycle times and decrease after reaching peak point.

Copyright
© 2016, 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 2016 International Conference on Civil, Structure and Environmental Engineering
Series
Advances in Engineering Research
Publication Date
April 2016
ISBN
10.2991/i3csee-16.2016.52
ISSN
2352-5401
DOI
10.2991/i3csee-16.2016.52How to use a DOI?
Copyright
© 2016, 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  - SC. Xu
AU  - SS. Yu
PY  - 2016/04
DA  - 2016/04
TI  - A New Prediction Method of Rockburst in Underground Engineering Based on Elastic Energy Index
BT  - Proceedings of the 2016 International Conference on Civil, Structure and Environmental Engineering
PB  - Atlantis Press
SP  - 271
EP  - 274
SN  - 2352-5401
UR  - https://doi.org/10.2991/i3csee-16.2016.52
DO  - 10.2991/i3csee-16.2016.52
ID  - Xu2016/04
ER  -