Safety Analysis of Lining Structure Influenced by Blasting of Tunnel with Extralarge Section and Small Space
In order to ensure the safety of the Daling tunnel with extralarge section and small space, the three-dimensional model of blasting dynamic simulation had been established and verified. Then, the model was used to analyze the influence of the surrounding rock characteristics and blasting design para...
Main Authors: | Xuwei Zhao, Keguo Sun, Weiping Xu, Li Tang, Haisu Wang, Yiqin Hong |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2020-01-01
|
Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2020/8852702 |
Similar Items
-
Safety Threshold Determination for Blasting Vibration of the Lining in Existing Tunnels under Adjacent Tunnel Blasting
by: Fei Xue, et al.
Published: (2019-01-01) -
STUDY ON THE BLASTING SEISMIC DAMAGE CONTROL TECHNOLOGY FOR SMALL SPACING SOFT ROCK TUNNEL
by: Yang Chengzhong, et al.
Published: (2017-07-01) -
Vibration of a segment tunnel lining under internal blast loading
by: Kang Hu, et al.
Published: (2018-02-01) -
Prediction of Bench Blasting Vibration on Slope and Safety Threshold of Blasting Vibration Velocity to Undercrossing Tunnel
by: Li He, et al.
Published: (2021-01-01) -
EFFECT OF BLASTING ON THE STABILITY OF LINING DURING EXCAVATION OF NEW TUNNEL NEAR THE EXISTING TUNNEL
by: Tuan Minh Tran, et al.
Published: (2021-04-01)