Hybrid GA-BP Neural Network for Accurate Prediction of TBM Advance Speed Under Complex Geological Conditions
Source abstract
Abstract
TBM construction projects require substantial investment, making the accurate and rational prediction of TBM advance speed essential for cost control and timely project completion. To address this, the study develops a precise predictive model for TBM advance speed by integrating the BP neural network model with the genetic algorithm. Initially, raw TBM data were processed to remove non-operational records and anomalous values recorded during construction, resulting in a refined database of TBM operational parameters. The surrounding rock conditions were classified based on FPI and TPI, two key indices reflecting rock mass excavatability and rock-breaking efficiency. Using the K-means clustering algorithm, the dataset was segmented into three distinct groups. Seven tunneling parameters were selected as input features for the neural network model. Subsequently, three GA-BP neural network models were developed for different rock mass categories, with key parameters optimized for enhanced performance. Prediction results demonstrate that the GA-BP neural network exhibits superior accuracy and generalization capability. Compared to a conventional BP neural network, the GA-BP model reduces prediction errors by more than 10%.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Tunneling and Rock Mechanics · Drilling and Well Engineering · Rock Mechanics and Modeling
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Power China Chengdu Engineering Corporation Limited, Chengdu 610072, China
College of Water Resource and Hydropower, Sichuan University, Chengdu 610065, China
State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China
Funding
Sichuan Youth Science and Technology Innovation Research Team Project · Open Research Fund of Key Laboratory of Reservoir and Dam Safety Ministry of Water Resources
References (32)
Show source-provided references
1. Applications of MTNU/SINTEF drillability indices in hard rock tunneling10.1007/s00603-012-0253-y ↗
2. A new model for TBM performance prediction in blocky rock conditions10.1016/j.tust.2014.06.004 ↗
3. Disc cutters plane layout design of the full-face rock tunnel boring machine (TBM) based on different layout patterns10.1016/j.cie.2011.07.011 ↗
4. A new hard rock TBM performance prediction model for project planning10.1016/j.tust.2011.04.004 ↗
5. Rosutami, J. (1993, January 13–17). A new model for performance prediction of hard rock TBMs. Proceedings of the 1993 Rapid Excavation and Tunneling Conference, Boston, MA, USA.
6. Rosutami, J. (1997). Development of a Force Estimation Model for Rock Fragmentation with Disc Cutters Through Theoretical Modeling and Physical Measurement of Crushed Zone Pressure, Colorado School of Mines.
7. Bruland, A. (2000). Hard Rock Tunnel Boring, Fakultet for Ingeniørvitenskap og Teknologi.
8. Performance prediction of tunnel boring machine through developing a gene expression programming equation10.1007/s00366-017-0526-x ↗
9. A TBM advance rate prediction method considering the effects of operating factors10.1016/j.tust.2020.103620 ↗
10. Nelson, P., Rourke, D., and Kulhawy, H. (1983, January 20–23). Factors affecting TBM penetration rates in sedimentary rocks. Proceedings of the 24th US Symposium on Rock Mechanics, College Station, TX, USA.
11. Hybrid ensemble soft computing approach for predicting penetration rate of tunnel boring machine in a rock environment10.1016/j.jrmge.2021.06.015 ↗
12. Optimization of support vector machine through the use of metaheuristic algorithms in forecasting TBM advance rate10.1016/j.engappai.2020.104015 ↗
13. An integrated parameter prediction framework for intelligent TBM excavation in hard rock10.1016/j.tust.2021.104196 ↗
14. Modelling TBM performance with artificial neural networks10.1016/j.tust.2004.02.128 ↗
15. Prediction of hard rock TBM penetration rate using particle swarm optimization10.1016/j.ijrmms.2011.02.013 ↗
16. Application of non-linear regression analysis and artificial intelligence algorithms for performance prediction of hard rock TBMs10.1016/j.tust.2016.05.009 ↗
17. Bayesian prediction of TBM penetration rate in rock mass10.1016/j.enggeo.2017.06.014 ↗
18. Development of hybrid intelligent models for predicting TBM penetration rate in hard rock conditions10.1016/j.tust.2016.12.009 ↗
19. Time series prediction of tunnel boring machine (TBM) performance during excavation using causal explainable artificial intelligence (CX-AI)10.1016/j.autcon.2022.104730 ↗
20. Recurrent neural networks for real-time prediction of TBM operating parameters10.1016/j.autcon.2018.11.013 ↗
21. Prediction of rock strain using hybrid approach of ANN and optimization algorithms10.1007/s10706-022-02174-x ↗
22. Application of novel deep neural network on prediction of compressive strength of fly ash based concrete
23. ANN-PSO modelling for predicting buckling of self-compacting concrete column containing RHA properties
24. Fu, X.S., Gong, Q.M., Wu, Y.J., Zhao, Y., and Li, H. (2022). Prediction of EPB shield tunneling advance rate in mixed ground condition using optimized BPNN model. Appl. Sci., 12.10.3390/app12115485 ↗
25. Modeling tunnel boring machine performance by neuro-fuzzy methods10.1016/S0886-7798(00)00055-9 ↗
26. A systematic review on k-means clustering techniques
27. Error bounds for approximations with deep ReLU networks10.1016/j.neunet.2017.07.002 ↗
28. Mirjalili, S. (2019). Genetic Algorithm. Evolutionary Algorithms and Neural Networks, Springer.10.1007/978-3-319-93025-1 ↗
29. Tunneling parameters optimization based on multi-objective differential evolution algorithm10.1007/s00500-020-05392-8 ↗
30. Hair, J.F., Anderson, R.E., Tatham, R.L., and Black, W.C. (2007). Multivariate Data Analysis, Prentice Hall Iberia.
31. Adam: A method for stochastic optimization
32. Neural network prediction model for site response analysis based on the KiK-net database10.1016/j.compgeo.2024.106366 ↗