Conditional random fields for simulating spatial variability of geotechnical parameters in tunnelling
Конференцијски прилог (Објављена верзија)
Метаподаци
Приказ свих података о документуАпстракт
In times of fast urbanization, underground infrastructure has taken primacy for servicing the city development. Shield tunnel construction is facing significant challenges due to geological uncertainty and limited availability of site-specific test data. As proven by recent works, tunnel design can be done more precisely within the probabilistic frameworks by considering the soil spatial variability, rather than using conventional deterministic-based approaches. In spatial
variability modelling, the problem of incomplete utilization of known borehole soil parameters
within the unconditional random fields can be overcome by generating conditional random fields.
This paper presents a comprehensive review of the CRF application for spatial variability assessments in tunneling in the last five years. It finds that, when applying CRF-based probabilistic approaches, parameter uncertainty is undeniably reduced, and tunnel performance assessments are improved. Since CRFs have rarely been us...ed for tunnel performance assesment, the paper recognizes research gaps that are of great interest to be further investigated in the future.
Кључне речи:
conditional random fields / CRF / spatial variability / tunnelling / probabilistic analysisИзвор:
Proceedings of International Scientific Forum 'GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING', Vrnjačka Banja, 01-03. novembar 2023, 2023, 510-519Издавач:
- Savez građevinskih inženjera Srbije / Association of Civil Engineers of Serbia
Институција/група
GraFarTY - CONF AU - Micić, Ksenija AU - Marjanović, Miloš PY - 2023 UR - https://grafar.grf.bg.ac.rs/handle/123456789/3352 AB - In times of fast urbanization, underground infrastructure has taken primacy for servicing the city development. Shield tunnel construction is facing significant challenges due to geological uncertainty and limited availability of site-specific test data. As proven by recent works, tunnel design can be done more precisely within the probabilistic frameworks by considering the soil spatial variability, rather than using conventional deterministic-based approaches. In spatial variability modelling, the problem of incomplete utilization of known borehole soil parameters within the unconditional random fields can be overcome by generating conditional random fields. This paper presents a comprehensive review of the CRF application for spatial variability assessments in tunneling in the last five years. It finds that, when applying CRF-based probabilistic approaches, parameter uncertainty is undeniably reduced, and tunnel performance assessments are improved. Since CRFs have rarely been used for tunnel performance assesment, the paper recognizes research gaps that are of great interest to be further investigated in the future. PB - Savez građevinskih inženjera Srbije / Association of Civil Engineers of Serbia C3 - Proceedings of International Scientific Forum 'GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING', Vrnjačka Banja, 01-03. novembar 2023 T1 - Conditional random fields for simulating spatial variability of geotechnical parameters in tunnelling EP - 519 SP - 510 UR - https://hdl.handle.net/21.15107/rcub_grafar_3352 ER -
@conference{ author = "Micić, Ksenija and Marjanović, Miloš", year = "2023", abstract = "In times of fast urbanization, underground infrastructure has taken primacy for servicing the city development. Shield tunnel construction is facing significant challenges due to geological uncertainty and limited availability of site-specific test data. As proven by recent works, tunnel design can be done more precisely within the probabilistic frameworks by considering the soil spatial variability, rather than using conventional deterministic-based approaches. In spatial variability modelling, the problem of incomplete utilization of known borehole soil parameters within the unconditional random fields can be overcome by generating conditional random fields. This paper presents a comprehensive review of the CRF application for spatial variability assessments in tunneling in the last five years. It finds that, when applying CRF-based probabilistic approaches, parameter uncertainty is undeniably reduced, and tunnel performance assessments are improved. Since CRFs have rarely been used for tunnel performance assesment, the paper recognizes research gaps that are of great interest to be further investigated in the future.", publisher = "Savez građevinskih inženjera Srbije / Association of Civil Engineers of Serbia", journal = "Proceedings of International Scientific Forum 'GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING', Vrnjačka Banja, 01-03. novembar 2023", title = "Conditional random fields for simulating spatial variability of geotechnical parameters in tunnelling", pages = "519-510", url = "https://hdl.handle.net/21.15107/rcub_grafar_3352" }
Micić, K.,& Marjanović, M.. (2023). Conditional random fields for simulating spatial variability of geotechnical parameters in tunnelling. in Proceedings of International Scientific Forum 'GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING', Vrnjačka Banja, 01-03. novembar 2023 Savez građevinskih inženjera Srbije / Association of Civil Engineers of Serbia., 510-519. https://hdl.handle.net/21.15107/rcub_grafar_3352
Micić K, Marjanović M. Conditional random fields for simulating spatial variability of geotechnical parameters in tunnelling. in Proceedings of International Scientific Forum 'GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING', Vrnjačka Banja, 01-03. novembar 2023. 2023;:510-519. https://hdl.handle.net/21.15107/rcub_grafar_3352 .
Micić, Ksenija, Marjanović, Miloš, "Conditional random fields for simulating spatial variability of geotechnical parameters in tunnelling" in Proceedings of International Scientific Forum 'GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING', Vrnjačka Banja, 01-03. novembar 2023 (2023):510-519, https://hdl.handle.net/21.15107/rcub_grafar_3352 .