Proceedings of the 2016 International Conference on Civil, Transportation and Environment

On-siteTest Study On DefiningLoose Range Of Surrounding Rock Of High-way Tunnel With Multi-measuring Method

Authors
Pengfei Jiao, Shucai Li, Xinzhi Li
Corresponding Author
Pengfei Jiao
Available Online January 2016.
DOI
10.2991/iccte-16.2016.3How to use a DOI?
Keywords
Multi-measuring method;loose range of surrounding rock Resistivity measurement
Abstract

Determining surrounding rock loose circle of plastic surrounding rock stability evaluation was critical parameters for the rational, economic support designed to provide an effective basis. In this paper, relying on field engineering, integrated embeddedsurrounding rock pressure monitoring and deformation resistivity measurement systems to determine the plastic surrounding rock loose circle to give the plastic surrounding rock loose circle scope, guided the tunnel construction, and it provided an important parameter for the tunnel design.

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, Transportation and Environment
Series
Advances in Engineering Research
Publication Date
January 2016
ISBN
978-94-6252-185-8
ISSN
2352-5401
DOI
10.2991/iccte-16.2016.3How 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  - Pengfei Jiao
AU  - Shucai Li
AU  - Xinzhi Li
PY  - 2016/01
DA  - 2016/01
TI  - On-siteTest Study On DefiningLoose Range Of Surrounding Rock Of High-way Tunnel With Multi-measuring Method
BT  - Proceedings of the 2016 International Conference on Civil, Transportation and Environment
PB  - Atlantis Press
SP  - 11
EP  - 14
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccte-16.2016.3
DO  - 10.2991/iccte-16.2016.3
ID  - Jiao2016/01
ER  -