ZHAO Yong, DOU Hongqiang, WANG Peng, SUN Yongxin. Safety Assessment and Optimization of High-Voltage Transmission Towers Affected by Blasting Vibration of Adjacent Outlet Tunnel Based on Infinite Element Boundary[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 22-28. doi: 10.13204/j.gyjzG21042308
Citation:
ZHAO Yong, DOU Hongqiang, WANG Peng, SUN Yongxin. Safety Assessment and Optimization of High-Voltage Transmission Towers Affected by Blasting Vibration of Adjacent Outlet Tunnel Based on Infinite Element Boundary[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 22-28. doi: 10.13204/j.gyjzG21042308
ZHAO Yong, DOU Hongqiang, WANG Peng, SUN Yongxin. Safety Assessment and Optimization of High-Voltage Transmission Towers Affected by Blasting Vibration of Adjacent Outlet Tunnel Based on Infinite Element Boundary[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 22-28. doi: 10.13204/j.gyjzG21042308
Citation:
ZHAO Yong, DOU Hongqiang, WANG Peng, SUN Yongxin. Safety Assessment and Optimization of High-Voltage Transmission Towers Affected by Blasting Vibration of Adjacent Outlet Tunnel Based on Infinite Element Boundary[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 22-28. doi: 10.13204/j.gyjzG21042308
Safety Assessment and Optimization of High-Voltage Transmission Towers Affected by Blasting Vibration of Adjacent Outlet Tunnel Based on Infinite Element Boundary
An outlet tunnel adjacent to multiple high-voltage towers will be constructed by borehole-blasting method. Based on this project a dynamic numerical calculation model with infinite element boundary under blasting dynamic load was established. The characteristics of the dynamic response for high-voltage transmission towers were studied, and the attenuation law of the surrounding rock vibration velocity was also discussed. Then the proposed construction schemes were evaluated and optimized in accordance with the corresponding specifications. The research results showed that the infinite element boundary could better reflect the actual situation of the blasting energy propagating to the semi-infinite medium and avoid oscillations in the computing domain. Under the action of the blasting load, the resultant vibration velocity of the surrounding rock decreased with the increase of the distance from the blasting center. Based on the corresponding specifications, a 2.0 cm/s peak vibration velocity was selected as the safety criterion, and the critical safety distances of the three proposed blasting construction schemes were determined. Furthermore, in consideration of the surrounding rock engineering characteristics of the outlet tunnel and the relative position of the high-voltage tower, the respective working area for the three blasting construction schemes was clarified and optimized.
XIA X, LI H B, LI J C, et al. A case study on rock damage prediction and control method for underground tunnels subjected to adjacent excavation blasting[J]. Tunneling and Underground Space Technology, 2013(35):1-7.
AINALIS D, KAUFMANN O, TSHIBANGU J P, et al. Modelling the source of blasting for the numerical simulation of blast-induced ground vibrations:a review[J]. Rock Mechanics and Rock Engineering, 2017, 50(1):171-193.
[9]
LYSMER J,KULEMEYER R L.Finite dynamic model for infinite media[J].Journal of the Engineering Mechanics Division, 1969, 95(4):859-877.
[10]
DEEKS A J, RANDOLPH M F. Axisymmetric time-domain transmitting boundaries[J]. Journal of Engineering Mechanics, 1994, 120(1):25-42.
[11]
HIBBITT D, KARLSSON B, SORENSEN P. ABAQUS theory manual and analysis user's manual[R]. Pawtucket, USA:Sorensen Inee., 2002.