Model Test Study on Cylindrical Blasting Stress Wave Propagation across Jointed Rock Mass with Different Initial Stresses
In the drilling and blasting excavation of underground rock mass, the stress wave produced by the blasting holes usually propagates in the form of cylindrical wave, while the rock mass surrounding the underground engineering is initially subjected to the in situ stress. To explore the propagation an...
Saved in:
Main Authors: | Qian Dong, XinPing Li, JunHong Huang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/8881302 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Influence of In-Situ Stress on the Energy Transmission of Blasting Stress Wave in Jointed Rock Mass
by: Qian Dong, et al.
Published: (2021-01-01) -
Effects of Unidirectional In Situ Stress on Crack Propagation of a Jointed Rock Mass Subjected to Stress Wave
by: Zhanfeng Fan, et al.
Published: (2021-01-01) -
Effects of Geometrical Parameters on Stress Wave Propagation across the Rough Joint
by: Chen Xin, et al.
Published: (2018-01-01) -
Damage of Rock Mass by Double-Hole Blasting with Slit Charge and Development of Stress Wave under High In Situ Stress
by: Jianyu Zhang, et al.
Published: (2022-01-01) -
Propagation Laws of Blasting Seismic Waves in Weak Rock Mass: A Case Study of Muzhailing Tunnel
by: Lijun Chen, et al.
Published: (2020-01-01)