Establishment and Application of Microseismic Monitoring System to Deep-Buried Underground Powerhouse

Abstract:

The right bank underground powerhouse of Houziyan hydropower station is a typical deep-buried type with high geostress and complicated geological conditions. To monitor and analyze the stability of surrounding rock mass during continuous excavation of the powerhouse excavation and locate the potential failure zones, an ESG (Engineering Seismology Group) microseismic monitoring system manufactured in Canada was installed in April, 2013. The wave velocity of the monitoring system was determined through fixed blasting tests. And the average location error is the minimum while P-wave velocity is 5700m/s, less than 10m and meeting the system request. By combining the temporal and spatial distribution regularity of microseimic events with field excavation, micro-crack clusters and potential instability zones were identified and delineated. The results will provide a reference for later excavations and supports of the underground powerhouse. Furthermore, a new monitoring method can also be supplied for the stability analysis of surrounding rock mass in deep-buried underground powerhouses.

• Periodical: Advanced Materials Research (Volumes 838-841)
• Pages: 889-893
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.838-841.889
• Online since: November 2013
• Authors: Biao Li, Feng Dai, Nu Wen Xu, Chun Sha
• Keywords: Deep-Buried Underground Powerhouse, Houziyan Hydropower Station, Microseismic Monitoring, Prediction, Surrounding Rock Mass Stability

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