Application of wall monitoring technique for backfill grouting in inclined concrete shaft
- https://doi.org/10.2991/icadme-15.2015.132How to use a DOI?
- wall monitoring technique, backfill grouting, inclined concrete shaft
Grouting water plugging after main inclined shaft of Dafosi coal mine engineering instance, to ensure the safety of the shaft wall in the process of grouting, for the purpose of borehole wall monitoring scheme is proposed. Using strain monitoring technique, the wellbore hydrological and engineering geological conditions of surrounding rock in different location arrangement of monitoring stations, through the analysis of the monitoring instrument in the process of grouting wall stress change and the status of the casing deformation, and real-time monitoring and adjusting the grouting pressure, through the data analysis of shaft wall deformation law mastered the grouting process, grouting engineering provides the accurate monitoring data security and safety technology, therefore, study the application of monitoring technology in the wall after grouting has a very positive role.
- © 2015, 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 - Feng Zhao AU - Shuancheng Gu AU - Shuning Dong PY - 2015/10 DA - 2015/10 TI - Application of wall monitoring technique for backfill grouting in inclined concrete shaft BT - Proceedings of the 5th International Conference on Advanced Design and Manufacturing Engineering PB - Atlantis Press SP - 653 EP - 658 SN - 2352-5401 UR - https://doi.org/10.2991/icadme-15.2015.132 DO - https://doi.org/10.2991/icadme-15.2015.132 ID - Zhao2015/10 ER -