Reconstruction and prediction of tunnel surrounding rock deformation data based on PSO optimized LSSVR and GPR models
• By optimizing the hyper-parameters of least squares support vector regression using particle swarm optimization, we constructed the PSO-LSSVR model for the reconstruction of missing monitoring data during tunnel construction. • By optimizing the hyper-parameters of Gaussian process regression using particle swarm optimization, we constructed the PSO-GPR model for the prediction of surrounding rock deformation in tunnels. • This study achieved the goal of predicting surrounding rock deformation even with partial missing monitoring data through the constructed PSO-LSSVR reconstruction model and PSO-GPR prediction model. Predicting the deformation of surrounding rock is an important task to ensure the safety of mountain tunnel construction.This study, set against the backdrop of an actual under-construction tunnel, reconstructed the missing surrounding rock monitoring data using a Particle Swarm Optimization-based Least Squares Support Vector Regression model (PSO-LSSVR), and subsequently predicted the tunnel surrounding rock deformation using the constructed Gaussian Process Regression model (PSO-GPR).The research results indicate that the average relative error of the PSO-LSSVR reconstruction model is 1.21 %, lower than the 4.82 % of the LSSVR reconstruction model and the 4.69 % of the BP reconstruction model. The relative errors of the PSO-LSSVR prediction model and the BP prediction model are 0.55 % and 2.9 %, respectively, both higher than the PSO-GPR prediction model. The PSO-GPR model considers three covariance functions: the Squared Exponential function (SE), the Rational Quadratic function (RQ), and the Matern function (Matern), with relative errors of 0.16 %, 0.15 %, and 0.23 % in the test results, respectively. However, PSO-GPR-SE has a computational efficiency advantage.Overall, PSO-GPR-SE is a suitable model for predicting the deformation of surrounding rock during mountain tunnel construction.
Authors
- Pham Thi Ha An (ORCID: https://orcid.org/0000-0001-7313-9685)
- Juncai Huang (ORCID: https://orcid.org/0009-0000-8437-3258)
- Jun Liu (ORCID: https://orcid.org/0000-0001-8336-4763)
- Chen Gao (ORCID: https://orcid.org/0000-0002-7530-8056)
- Zhen Huang (ORCID: https://orcid.org/0000-0003-3393-1859)
- Zhenqian Huang (ORCID: https://orcid.org/0009-0005-1677-9340)
Institutions
- Guangxi University (CN)
- China State Construction Engineering (China) (CN)
Publication Details
- Journal
- Results in Engineering
- Published
- 2024-11-20
- DOI
- https://doi.org/10.1016/j.rineng.2024.103445
- Citations
- 15
- Primary Topic
- Rock Mechanics and Modeling
- Type
- article
- Field-Weighted Citation Impact
- 4.04
Funders
- Natural Science Foundation of Guangxi Province