Behavior of seismic-acoustic parameters during deforming and failure of rock samples, large blocks and underground opening: base for monitoring

Abstract Construction of engineered projects, such as underground spaces, tunnels, machine halls etc. is connected with variations in stress-state and deformations of large volumes of rock mass. Latter can results in damage of rocks, their collapse into underground space, danger for equipment and ri...

Full description

Bibliographic Details
Main Author: M. G. Ezersky
Format: Article
Language:English
Published: SpringerOpen 2017-07-01
Series:International Journal of Geo-Engineering
Subjects:
Online Access:http://link.springer.com/article/10.1186/s40703-017-0050-2

Similar Items