Blasting Excavation and Vibration Monitoring Design for Diversion Tunnel

被引:1
|
作者
Hu, Qigao [1 ]
Cui, WeiFeng [1 ]
Gao, Jingwei [1 ]
Zhao, Feiwei [2 ]
Liang, Qianfu [3 ]
机构
[1] Natl Univ Def Technol, Coll Basic Educ Commanding Officers, Changsha 410072, Hunan, Peoples R China
[2] Ganxi Civil Engn Survey & Design Inst, Yichun, Jiangxi, Peoples R China
[3] Coll Civil Engn & Mech, Cent S Univ Forestry & Technol, Changsha, Hunan, Peoples R China
关键词
Reservoir; Diversion tunnel; Blasting excavation; Vibration monitoring;
D O I
10.4028/www.scientific.net/AMR.639-640.969
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Because of the local crack and seepage, a double curvature arch dam of concrete block in Jiangxi Province was urgently needed to strengthen, and the construction period was limited seriously. In order to solve the problem of drainage, a diversion tunnel about 24m must get throng in two weeks, and it is proved that the blasting excavation scheme is the only choice. Meanwhile, monitoring measurement must be taken to ensure the dam's safety. hi this article, the optimization design of blasting excavation and a vibration monitoring are completed and carried out respectively. Theoretical calculations and monitoring results showed that, those design schemes are scientific and rational, and disadvantageous effect of blasting vibration is under the control fully.
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页码:969 / +
页数:2
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