A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Reliability Evaluation and Prediction of Deep Buried Tunnel Based on Similarity Theory and Model Test
https://orcid.org/https://orcid.org/0000-0002-0551-4575
https://orcid.org/https://orcid.org/0000-0001-9537-9233
https://orcid.org/https://orcid.org/0009-0009-7788-0281
https://orcid.org/https://orcid.org/0009-0006-4744-548X
Deep buried tunnel has a complex stress environment and large stress level. At present, it is difficult to dynamic monitoring for such tunnels. In order to make the safety evaluation and prediction of tunnel closer to the engineering practice, this paper deduces the tunnel reliability evaluation algorithm. The time-varying reliability of deep tunnel excavation process is analyzed and predicted. Based on the similarity theory, the actual deep tunnel excavation is simulated by indoor model test, the stress and deformation are monitored. The results show that after the tunnel excavation, the reliability of the structure does not decrease gradually, but increases slowly first and then decreases sharply. With the increase of the buried depth of the tunnel, the structural reliability decreases gradually. When the buried depth reaches a certain depth, the structural reliability will decrease rapidly. The influence of different parameters on the structural reliability has different sensitivity. The sensitivity of friction angle is the highest, and the sensitivity of gravity is the lowest. The sensitivity has little effect with the change of tunnel excavation time and tunnel buried depth. The accuracy of this method is verified by the comparative analysis of model box tests.
Reliability Evaluation and Prediction of Deep Buried Tunnel Based on Similarity Theory and Model Test
https://orcid.org/https://orcid.org/0000-0002-0551-4575
https://orcid.org/https://orcid.org/0000-0001-9537-9233
https://orcid.org/https://orcid.org/0009-0009-7788-0281
https://orcid.org/https://orcid.org/0009-0006-4744-548X
Deep buried tunnel has a complex stress environment and large stress level. At present, it is difficult to dynamic monitoring for such tunnels. In order to make the safety evaluation and prediction of tunnel closer to the engineering practice, this paper deduces the tunnel reliability evaluation algorithm. The time-varying reliability of deep tunnel excavation process is analyzed and predicted. Based on the similarity theory, the actual deep tunnel excavation is simulated by indoor model test, the stress and deformation are monitored. The results show that after the tunnel excavation, the reliability of the structure does not decrease gradually, but increases slowly first and then decreases sharply. With the increase of the buried depth of the tunnel, the structural reliability decreases gradually. When the buried depth reaches a certain depth, the structural reliability will decrease rapidly. The influence of different parameters on the structural reliability has different sensitivity. The sensitivity of friction angle is the highest, and the sensitivity of gravity is the lowest. The sensitivity has little effect with the change of tunnel excavation time and tunnel buried depth. The accuracy of this method is verified by the comparative analysis of model box tests.
Reliability Evaluation and Prediction of Deep Buried Tunnel Based on Similarity Theory and Model Test
https://orcid.org/https://orcid.org/0000-0002-0551-4575
https://orcid.org/https://orcid.org/0000-0001-9537-9233
https://orcid.org/https://orcid.org/0009-0009-7788-0281
https://orcid.org/https://orcid.org/0009-0006-4744-548X
Deep buried tunnel has a complex stress environment and large stress level. At present, it is difficult to dynamic monitoring for such tunnels. In order to make the safety evaluation and prediction of tunnel closer to the engineering practice, this paper deduces the tunnel reliability evaluation algorithm. The time-varying reliability of deep tunnel excavation process is analyzed and predicted. Based on the similarity theory, the actual deep tunnel excavation is simulated by indoor model test, the stress and deformation are monitored. The results show that after the tunnel excavation, the reliability of the structure does not decrease gradually, but increases slowly first and then decreases sharply. With the increase of the buried depth of the tunnel, the structural reliability decreases gradually. When the buried depth reaches a certain depth, the structural reliability will decrease rapidly. The influence of different parameters on the structural reliability has different sensitivity. The sensitivity of friction angle is the highest, and the sensitivity of gravity is the lowest. The sensitivity has little effect with the change of tunnel excavation time and tunnel buried depth. The accuracy of this method is verified by the comparative analysis of model box tests.
Reliability Evaluation and Prediction of Deep Buried Tunnel Based on Similarity Theory and Model Test
KSCE J Civ Eng
Wu, Pengfei (author) / Fang, Zhichun (author) / Wang, Xue (author) / Zhu, Guangyi (author)
KSCE Journal of Civil Engineering ; 27 ; 2654-2665
2023-06-01
12 pages
Article (Journal)
Electronic Resource
English
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