Classification and selection methodology for temporary support systems for underground structures
- DOI
- 10.2991/rare-16.2016.31How to use a DOI?
- Keywords
- weak rock mass; pre-support system; arch support methods
- Abstract
In this paper a new methodology for evaluation and classification of support system that can be applied to rock tunneling is discussed. It is of great importance to consider long-term stability of rock mass around the openings of underground structure, during design, construction and operation. Varying geological conditions can lead to complications with respect to any underground excavations. The support system may be designed based on empirical, analytical and numerical methods. The support should be installed immediately after the excavation, delayed causes deformation. In this context, many temporary support techniques are chosen to perform as pre-support that can be installed during the first face of excavation around of underground openings. Temporary support used before the excavation for poor rock mass quality to increase the stand-up time by making generally an arch. These supports can also be installed during the excavation and in this paper Arch Method is discussed. Three types of techniques are used in arch method viz. forepoles, grouted arch & spiles. This method is highly recommended and proven system that can be installed within tunnel excavation
- 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 - Kumar Manoj AU - Prasad Jitendra AU - A.K. Naithani PY - 2016/11 DA - 2016/11 TI - Classification and selection methodology for temporary support systems for underground structures BT - Proceedings of the conference on Recent Advances in Rock Engineering (RARE 2016) PB - Atlantis Press SP - 191 EP - 198 SN - 2352-5401 UR - https://doi.org/10.2991/rare-16.2016.31 DO - 10.2991/rare-16.2016.31 ID - Manoj2016/11 ER -