Geomechanical justification of rock mass stability during underground limestone mining in quarry walls
The results of numerical simulation of the behavior of the quarry side during limestone excavation in the software package PLAXIS 3D are presented. It is noted that with the help of numerical modeling methods it is possible to perform geomechanical assessment of the stability of the quarry sides...
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Zhytomyr Polytechnic State University
2025-07-01
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| Series: | Технічна інженерія |
| Subjects: | |
| Online Access: | https://ten.ztu.edu.ua/article/view/334246 |
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