Inversion Study of Mechanical Parameters of Tunnel Surrounding Rock Based on Similar Test
Based on similar model tests and finite element simulations, inversion study of the mechanical parameters of the tunnel surrounding rock by combining artificial fish swarm algorithm (AFSA) and digital scattering correlation method is carried out. The inversion of the mechanical parameters of the tun...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Hindawi Limited
2023-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2023/2862550 |
| _version_ | 1827085765892374528 |
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| author | Xianyun Wang Hewei Cui Hailiang Xu Dong An Yimin Song |
| author_facet | Xianyun Wang Hewei Cui Hailiang Xu Dong An Yimin Song |
| author_sort | Xianyun Wang |
| collection | DOAJ |
| description | Based on similar model tests and finite element simulations, inversion study of the mechanical parameters of the tunnel surrounding rock by combining artificial fish swarm algorithm (AFSA) and digital scattering correlation method is carried out. The inversion of the mechanical parameters of the tunnel surrounding rock is carried out by iterating the optimization algorithm to minimize the objective function value through similar model test with the displacement measurements obtained by the digital scattering correlation method as the known quantity and the nodal displacement simulation values obtained by numerical simulation as the unknown quantity. The results show the following: (1) The new research idea proposed in this paper is effective and feasible and can perform the inversion calculation of the parameters of the soft and weak tunnel surrounding rock. (2) Through the inversion calculation, the parameters related to the surrounding rock show a wave-like change: the parameters increase in the initial and final compaction stages due to the small deformation rate of the tunnel and decrease in the continuous loading stage due to the increasing deformation rate of the tunnel. (3) The displacement field calculated by DSCM in the test is basically the same as the displacement distribution characteristics of the numerical simulation displacement cloud map, and the error of nodal displacement value is within 3%. |
| first_indexed | 2024-04-10T19:39:12Z |
| format | Article |
| id | doaj.art-cac2417c9f874c7195eb54855dfdd7c0 |
| institution | Directory Open Access Journal |
| issn | 1687-8094 |
| language | English |
| last_indexed | 2025-03-20T04:26:08Z |
| publishDate | 2023-01-01 |
| publisher | Hindawi Limited |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj.art-cac2417c9f874c7195eb54855dfdd7c02024-10-03T05:48:08ZengHindawi LimitedAdvances in Civil Engineering1687-80942023-01-01202310.1155/2023/2862550Inversion Study of Mechanical Parameters of Tunnel Surrounding Rock Based on Similar TestXianyun Wang0Hewei Cui1Hailiang Xu2Dong An3Yimin Song4School of Civil EngineeringSchool of Civil EngineeringSchool of Civil EngineeringSchool of Civil EngineeringSchool of Civil EngineeringBased on similar model tests and finite element simulations, inversion study of the mechanical parameters of the tunnel surrounding rock by combining artificial fish swarm algorithm (AFSA) and digital scattering correlation method is carried out. The inversion of the mechanical parameters of the tunnel surrounding rock is carried out by iterating the optimization algorithm to minimize the objective function value through similar model test with the displacement measurements obtained by the digital scattering correlation method as the known quantity and the nodal displacement simulation values obtained by numerical simulation as the unknown quantity. The results show the following: (1) The new research idea proposed in this paper is effective and feasible and can perform the inversion calculation of the parameters of the soft and weak tunnel surrounding rock. (2) Through the inversion calculation, the parameters related to the surrounding rock show a wave-like change: the parameters increase in the initial and final compaction stages due to the small deformation rate of the tunnel and decrease in the continuous loading stage due to the increasing deformation rate of the tunnel. (3) The displacement field calculated by DSCM in the test is basically the same as the displacement distribution characteristics of the numerical simulation displacement cloud map, and the error of nodal displacement value is within 3%.http://dx.doi.org/10.1155/2023/2862550 |
| spellingShingle | Xianyun Wang Hewei Cui Hailiang Xu Dong An Yimin Song Inversion Study of Mechanical Parameters of Tunnel Surrounding Rock Based on Similar Test Advances in Civil Engineering |
| title | Inversion Study of Mechanical Parameters of Tunnel Surrounding Rock Based on Similar Test |
| title_full | Inversion Study of Mechanical Parameters of Tunnel Surrounding Rock Based on Similar Test |
| title_fullStr | Inversion Study of Mechanical Parameters of Tunnel Surrounding Rock Based on Similar Test |
| title_full_unstemmed | Inversion Study of Mechanical Parameters of Tunnel Surrounding Rock Based on Similar Test |
| title_short | Inversion Study of Mechanical Parameters of Tunnel Surrounding Rock Based on Similar Test |
| title_sort | inversion study of mechanical parameters of tunnel surrounding rock based on similar test |
| url | http://dx.doi.org/10.1155/2023/2862550 |
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