PPV Criterion of a Defect Rock Slope under Blasting SV-Waves
In order to estimate the stability of slopes with geological defects during blasting excavations, the dynamic responses of a rock slope with a fault subjected to blasting seismic waves are studied. The SV-component of blasting seismic waves is considered and the fault is simplified as a semi-infinit...
Saved in:
| Main Authors: | Shiwei Lu, Yingkang Yao, Yongsheng Jia, Jinshan Sun, Zhen Zhang |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2022-01-01
|
| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/2022/4308193 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
PPV and Frequency Characteristics of Tunnel Blast-Induced Vibrations on Tunnel Surfaces and Tunnel Entrance Slope Faces
by: Zeming Wang, et al.
Published: (2021-01-01) -
Blasting of Unstable Rock Elements on Steep Slopes
by: Marco Casale, et al.
Published: (2025-01-01) -
Spatial Variation Law of Blasting Vibration in Layered Strata under Blasting Excavation of Subway Tunnel
by: Zhen Zhang, et al.
Published: (2023-01-01) -
ANN and RF Optimized by Hunter–Prey Algorithm for Predicting Post-Blast RC Column Morphology
by: Kai Rong, et al.
Published: (2025-07-01) -
Testing Method for the Range of Fracture Zone of Rock Slope under Blasting Load
by: Zhide Wang, et al.
Published: (2021-01-01)