Numerical modeling of brittle rock failure around underground openings under statis and dynamic stress loadings
Stability of underground excavations is a prerequisite for the proper functioning of all other systems in a mining environment. From a safety point of view, the lives of people working underground rely on how well the support systems installed underground are performing. The ground control engineer...
| Main Author: | |
|---|---|
| Language: | en |
| Published: |
Laurentian University of Sudbury
2013
|
| Subjects: | |
| Online Access: | https://zone.biblio.laurentian.ca/dspace/handle/10219/2103 |