Expert System for Stability Assessment of Underground Excavations Based on Numerical Modeling and Engineering Rules
This study presents an expert system for assessing the stability of underground mine workings and automatically selecting rock bolt support schemes. The system integrates physically based calculations of roof compressive strength (Rc) and expected maximum displacement (Um) with rule-based decision l...
| Published in: | Applied Sciences |
|---|---|
| Main Authors: | , , , , , , |
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2025-08-01
|
| Subjects: | |
| Online Access: | https://www.mdpi.com/2076-3417/15/16/8951 |
| _version_ | 1849361407179489280 |
|---|---|
| author | Aleksandr Tomilov Alexey Kalinin Nadezhda Tomilova Margulan Nurtay Natalya Mutovina Kirill Shtefan Dinara Zhumagulova |
| author_facet | Aleksandr Tomilov Alexey Kalinin Nadezhda Tomilova Margulan Nurtay Natalya Mutovina Kirill Shtefan Dinara Zhumagulova |
| author_sort | Aleksandr Tomilov |
| collection | DOAJ |
| container_title | Applied Sciences |
| description | This study presents an expert system for assessing the stability of underground mine workings and automatically selecting rock bolt support schemes. The system integrates physically based calculations of roof compressive strength (Rc) and expected maximum displacement (Um) with rule-based decision logic grounded in engineering practice. Unlike empirical classifications and black-box AI models, the proposed approach ensures interpretable, reproducible, and context-aware engineering decisions. The architecture includes a numerical solver that computes Rc and Um based on excavation geometry, geomechanical properties, and mining conditions. The support scheme is selected using a knowledge base of formalized rules, while the specific support parameters are calculated within the solver. The system was validated across 51 underground excavations, with approximately 85% of its recommendations matching field-proven support solutions, and 12% suggesting reinforced schemes that could have prevented failures. The expert system is suitable for integration into digital mine management platforms and offers a foundation for developing digital twin solutions in geomechanically variable environments. |
| format | Article |
| id | doaj-art-2972cba7aca74479b60faaa12c19de4e |
| institution | Directory of Open Access Journals |
| issn | 2076-3417 |
| language | English |
| publishDate | 2025-08-01 |
| publisher | MDPI AG |
| record_format | Article |
| spelling | doaj-art-2972cba7aca74479b60faaa12c19de4e2025-08-27T14:07:35ZengMDPI AGApplied Sciences2076-34172025-08-011516895110.3390/app15168951Expert System for Stability Assessment of Underground Excavations Based on Numerical Modeling and Engineering RulesAleksandr Tomilov0Alexey Kalinin1Nadezhda Tomilova2Margulan Nurtay3Natalya Mutovina4Kirill Shtefan5Dinara Zhumagulova6Department of Information and Computing Systems, Abylkas Saginov Karaganda Technical University, Karaganda 100027, KazakhstanDepartment of Information and Computing Systems, Abylkas Saginov Karaganda Technical University, Karaganda 100027, KazakhstanDepartment of Information and Computing Systems, Abylkas Saginov Karaganda Technical University, Karaganda 100027, KazakhstanDepartment of Information and Computing Systems, Abylkas Saginov Karaganda Technical University, Karaganda 100027, KazakhstanDepartment of Information and Computing Systems, Abylkas Saginov Karaganda Technical University, Karaganda 100027, KazakhstanDepartment of Information and Computing Systems, Abylkas Saginov Karaganda Technical University, Karaganda 100027, KazakhstanDepartment of Information and Computing Systems, Abylkas Saginov Karaganda Technical University, Karaganda 100027, KazakhstanThis study presents an expert system for assessing the stability of underground mine workings and automatically selecting rock bolt support schemes. The system integrates physically based calculations of roof compressive strength (Rc) and expected maximum displacement (Um) with rule-based decision logic grounded in engineering practice. Unlike empirical classifications and black-box AI models, the proposed approach ensures interpretable, reproducible, and context-aware engineering decisions. The architecture includes a numerical solver that computes Rc and Um based on excavation geometry, geomechanical properties, and mining conditions. The support scheme is selected using a knowledge base of formalized rules, while the specific support parameters are calculated within the solver. The system was validated across 51 underground excavations, with approximately 85% of its recommendations matching field-proven support solutions, and 12% suggesting reinforced schemes that could have prevented failures. The expert system is suitable for integration into digital mine management platforms and offers a foundation for developing digital twin solutions in geomechanically variable environments.https://www.mdpi.com/2076-3417/15/16/8951underground excavationexpert systemrock bolt supportgeomechanical modelingrule-based decision makingnumerical simulation |
| spellingShingle | Aleksandr Tomilov Alexey Kalinin Nadezhda Tomilova Margulan Nurtay Natalya Mutovina Kirill Shtefan Dinara Zhumagulova Expert System for Stability Assessment of Underground Excavations Based on Numerical Modeling and Engineering Rules underground excavation expert system rock bolt support geomechanical modeling rule-based decision making numerical simulation |
| title | Expert System for Stability Assessment of Underground Excavations Based on Numerical Modeling and Engineering Rules |
| title_full | Expert System for Stability Assessment of Underground Excavations Based on Numerical Modeling and Engineering Rules |
| title_fullStr | Expert System for Stability Assessment of Underground Excavations Based on Numerical Modeling and Engineering Rules |
| title_full_unstemmed | Expert System for Stability Assessment of Underground Excavations Based on Numerical Modeling and Engineering Rules |
| title_short | Expert System for Stability Assessment of Underground Excavations Based on Numerical Modeling and Engineering Rules |
| title_sort | expert system for stability assessment of underground excavations based on numerical modeling and engineering rules |
| topic | underground excavation expert system rock bolt support geomechanical modeling rule-based decision making numerical simulation |
| url | https://www.mdpi.com/2076-3417/15/16/8951 |
| work_keys_str_mv | AT aleksandrtomilov expertsystemforstabilityassessmentofundergroundexcavationsbasedonnumericalmodelingandengineeringrules AT alexeykalinin expertsystemforstabilityassessmentofundergroundexcavationsbasedonnumericalmodelingandengineeringrules AT nadezhdatomilova expertsystemforstabilityassessmentofundergroundexcavationsbasedonnumericalmodelingandengineeringrules AT margulannurtay expertsystemforstabilityassessmentofundergroundexcavationsbasedonnumericalmodelingandengineeringrules AT natalyamutovina expertsystemforstabilityassessmentofundergroundexcavationsbasedonnumericalmodelingandengineeringrules AT kirillshtefan expertsystemforstabilityassessmentofundergroundexcavationsbasedonnumericalmodelingandengineeringrules AT dinarazhumagulova expertsystemforstabilityassessmentofundergroundexcavationsbasedonnumericalmodelingandengineeringrules |
