Blast Vibration Control in A Hydropower Station for the Safety of Adjacent Structure
The transverse cofferdam in Xiangjiaba hydropower station was a water retaining concrete structure with a length of 126 m, a width of 12 m, and a height of 25.2 m, consisting of masonry, plain concrete structure (PC), and roller compacted concrete (RCC), which had to be demolished by blasting after...
Main Authors: | Yuanjun Ma, Changwu Liu, Ping Wang, Jun Zhu, Xianliang Zhou |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-09-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/10/18/6195 |
Similar Items
-
Analysis on monitoring and controlling techniques about blasting vibration effect of open channel in Taishan nuclear power station
by: Yongqing Zeng, et al.
Published: (2018-06-01) -
EXPERIMENTAL STUDY ON THE STABILITY OF SURROUNDING ROCK IN TUNNEL BLASTING CONSTRUCTION
by: Hongxian Fu, et al.
Published: (2018-04-01) -
Safety of engineered structures against blast vibrations: A case study
by: G.R. Tripathy, et al.
Published: (2016-04-01) -
GROUND VIBRATION DUE TO BLASTING IN DAM AND HYDROPOWER PROJECTS
by: Hojjat Hosseinzadeh Gharehgheshlag, et al.
Published: (2020-01-01) -
GROUND VIBRATIONS CAUSED BY SURFACE MINE BLASTING.
by: Shoop, Sally Annette.
Published: (1982)