Predicting the strut forces of the steel supporting structure of deep excavation considering various factors by machine learning methods

Haibo Hu , Xunjian Hu , Xiaonan Gong

Underground Space ›› 2024, Vol. 18 ›› Issue (5) : 114 -129.

PDF (2312KB)
Underground Space ›› 2024, Vol. 18 ›› Issue (5) :114 -129. DOI: 10.1016/j.undsp.2023.12.005
Research article
research-article

Predicting the strut forces of the steel supporting structure of deep excavation considering various factors by machine learning methods

Author information +
History +
PDF (2312KB)

Abstract

The application of steel strut force servo systems in deep excavation engineering is not widespread, and there is a notable scarcity of in-situ measured datasets. This presents a significant research gap in the field. Addressing this, our study introduces a valuable dataset and application scenarios, serving as a reference point for future research. The main objective of this study is to use machine learning (ML) methods for accurately predicting strut forces in steel supporting structures, a crucial aspect for the safety and stability of deep excavation projects. We employed five different ML methods: radial basis function neural network (RBFNN), back propagation neural network (BPNN), K-Nearest Neighbor (KNN), support vector machine (SVM), and random forest (RF), utilizing a dataset of 2208 measured points. These points included one output parameter (strut forces) and seven input parameters (vertical position of strut, plane position of strut, time, temperature, unit weight, cohesion, and internal frictional angle). The effectiveness of these methods was assessed using root mean square error (RMSE), correlation coefficient (R), and mean absolute error (MAE). Our findings indicate that the BPNN method outperforms others, with RMSE, R, and MAE values of 72.1 kN, 0.9931, and 57.4 kN, respectively, on the testing dataset. This study underscores the potential of ML methods in precisely predicting strut forces in deep excavation engineering, contributing to enhanced safety measures and project planning.

Keywords

Deep excavation / Steel supporting structure / Strut forces / Machine learning / Time / Temperature

Cite this article

Download citation ▾
Haibo Hu, Xunjian Hu, Xiaonan Gong. Predicting the strut forces of the steel supporting structure of deep excavation considering various factors by machine learning methods. Underground Space, 2024, 18(5): 114-129 DOI:10.1016/j.undsp.2023.12.005

登录浏览全文

4963

注册一个新账户 忘记密码

CRediT authorship contribution statement

Haibo Hu: Writing - review & editing, Writing - original draft, Visualization, Validation, Supervision, Software, Methodology, Investigation, Formal analysis, Data curation, Conceptualization. Xunjian Hu: Writing - review & editing, Validation, Supervision, Methodology, Investigation, Formal analysis, Data curation, Conceptualization. Xiaonan Gong: Writing - review & editing, Supervision, Resources, Project administration, Methodology, Funding acquisition, Conceptualization.

Declaration of competing interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Acknowledgement

This research was supported by the National Natural Science Foundation of China (Grant No. 51778575).

Appendix A Supplementary material

Supplementary material to this article can be found online at https://doi.org/10.1016/j.undsp.2023.12.005.

References

[1]

Aditian, A., Kubota, T., & Shinohara, Y. (2018). Comparison of GISbased landslide susceptibility models using frequency ratio, logistic regression, and artificial neural network in a tertiary region of Ambon, Indonesia. Geomorphology, 318, 101-111.

[2]

Altman, N. S. (1992). An introduction to kernel and nearest-neighbor nonparametric regression. The American Statistician, 46(3), 175-185.

[3]

Baghbani, A., Choudhury, T., Costa, S., & Reiner, J. (2022). Application of artificial intelligence in geotechnical engineering: A state-of-the-art review. Earth-Science Reviews, 228, 103991.

[4]

Baginóska, M., & Srokosz, P. E. (2019). The optimal ANN Model for predicting bearing capacity of shallow foundations trained on scarce data. KSCE Journal of Civil Engineering, 23(1), 130-137.

[5]

Benardos, A. G., & Kaliampakos, D. C. (2004). Modelling TBM performance with artificial neural networks. Tunnelling and Underground Space Technology, 19(6), 597-605.

[6]

Bouayad, D., & Emeriault, F. (2017). Modeling the relationship between ground surface settlements induced by shield tunneling and the operational and geological parameters based on the hybrid PCA/ ANFIS method. Tunnelling and Underground Space Technology, 68, 142-152.

[7]

Breiman, L. (2001). Random forests. Machine Learning, 45(1), 5-32.

[8]

Cachim, P., & Bezuijen, A. (2019). Modelling the torque with artificial neural networks on a tunnel boring machine. KSCE Journal of Civil Engineering, 23(10), 4529-4537.

[9]

Cai, W. Q., Zhu, H. H., Liang, W. H., Wang, X. J., Su, C. L., & Wei, X. Y. (2023). A post-peak dilatancy model for soft rock and its application in deep tunnel excavation. Journal of Rock Mechanics and Geotechnical Engineering, 15(3), 683-701.

[10]

Chen, B. G., Yan, T. F., Song, D. B., Luo, R. P., & Zhang, G. H. (2021). Experimental investigations on a deep excavation support system with adjustable strut length. Tunnelling and Underground Space Technology, 115, 104046.

[11]

Chua, C. G., & Goh, A. T. (2005). Estimating wall deflections in deep excavations using Bayesian neural networks. Tunnelling and Underground Space Technology, 20(4), 400-409.

[12]

Coutts, D. R., Wang, J., & Cai, J. G. (2001). Monitoring and analysis of results for two strutted deep excavations using vibrating wire strain gauges. Tunnelling and Underground Space Technology, 16(2), 87-92.

[13]

Dehghani, H., & Ataee-Pour, M. (2011). Development of a model to predict peak particle velocity in a blasting operation. International Journal of Rock Mechanics and Mining Sciences, 48(1), 51-58.

[14]

Demuth, H. B., Beale, M. H., & Hagan, M. T. (1994). Neural network toolbox user’s guide. Natick, MA, USA: The Math Work.

[15]

Drucker, H., Burges, C. J., Kaufman, L., Smola, A., & Vapnik, V. (1997). Support vector regression machines. Advances in Neural Information Processing Systems, 28(7), 779-7849.

[16]

Ebrahimi, E., Monjezi, M., Khalesi, M. R., & Armaghani, D. J. (2016). Prediction and optimization of back-break and rock fragmentation using an artificial neural network and a bee colony algorithm. Bulletin of Engineering Geology and the Environment, 75(1), 27-36.

[17]

Fu, Y. B., Wang, B. L., Wu, H., Chen, X. S., Sun, X. H., Bian, Y. W., & Shen, X. (2023). Theoretical analysis on horizontal rectification of tunnel near deep foundation pit by grouting. Tunnelling and Underground Space Technology, 133, 104977.

[18]

Goh, A. T., & Hefney, A. M. (2010). Reliability assessment of EPB tunnelrelated settlement. Geomechanics and Engineering, 2(1), 57-69.

[19]

Goh, A. T., Zhang, F., Zhang, W., & Chew, O. Y. (2017). Assessment of strut forces for braced excavation in clays from numerical analysis and field measurements. Computers and Geotechnics, 86, 141-149.

[20]

Goodman, R. E. (1989). Introduction to rock mechanics, 2, 221-388.

[21]

Hsieh, P. G., Ou, C. Y., & Lin, Y. L. (2013). Three-dimensional numerical analysis of deep excavations with cross walls. Acta Geotechnica, 8(1), 33-48.

[22]

Hsiung, B. C. B. (2009). A case study on the behaviour of a deep excavation in sand. Computers and Geotechnics, 36(4), 665-675.

[23]

Hu, C., Jain, G., Zhang, P. Q., Schmidt, C., Gomadam, P., & Gorka, T. (2014). Data-driven method based on particle swarm optimization and k-nearest neighbor regression for estimating capacity of lithium-ion battery. Applied Energy, 129, 49-55.

[24]

Hu, X. J., Shentu, J. J., Xie, N., Huang, Y. J., Lei, G., Hu, H. B., Guo, P. P., & Gong, X. N. (2023). Predicting triaxial compressive strength of high-temperature treated rock using machine learning techniques. Journal of Rock Mechanics and Geotechnical Engineering, 15(9), 2072-2082.

[25]

Jamsawang, P., Jamnam, S., Jongpradist, P., Tanseng, P., & Horpibulsuk, S. (2017). Numerical analysis of lateral movements and strut forces in deep cement mixing walls with top-down construction in soft clay. Computers and Geotechnics, 88, 174-181.

[26]

Kazeev, A., & Postoev, G. (2017). Landslide investigations in Russia and the former USSR. Natural Hazards, 88(1), 81-101.

[27]

Li, M. G., Chen, J. J., Wang, J. H., & Zhu, Y. F. (2018). Comparative study of construction methods for deep excavations above shield tunnels. Tunnelling and Underground Space Technology, 71, 329-339.

[28]

Li, M. G., Xiao, X., Wang, J. H., & Chen, J. J. (2019). Numerical study on responses of an existing metro line to staged deep excavations. Tunnelling and Underground Space Technology, 85, 268-281.

[29]

Li, M. G., Demeijer, O., & Chen, J. J. (2020). Effectiveness of servo struts in controlling excavation-induced wall deflection and ground settlement. Acta Geotechnica, 15(9), 2575-2590.

[30]

Li, Y., Zou, C. F., Berecibar, M., Nanini-Maury, E., Chan, J. C. W., Van den Bossche, P., Mierlo, J. V., & Omar, N. (2018). Random forest regression for online capacity estimation of lithium-ion batteries. Applied Energy, 232, 197-210.

[31]

Liu, K. X., Ariaratnam, S. T., Zhang, P., Chen, X. L., Wang, J., Ma, B. S., Zhang, Y. L., Feng, X., & Xu, T. S. (2023). Mechanical response of diaphragm wall supporting deep launch shaft induced by braced excavation and pipe jacking operation. Tunnelling and Underground Space Technology, 134, 104998.

[32]

Liu, S. L., Wang, L. Q., Zhang, W. G., Sun, W. X., Fu, J., Xiao, T., & Dai, Z. W. (2023). A physics-informed data-driven model for landslide susceptibility assessment in the Three Gorges Reservoir Area. Geoscience Frontiers, 14(5), 101621.

[33]

Mahdevari, S., Shahriar, K., Yagiz, S., & Shirazi, M. A. (2014). A support vector regression model for predicting tunnel boring machine penetration rates. International Journal of Rock Mechanics and Mining Sciences, 72, 214-229.

[34]

Mahmoodzadeh, A., Nejati, H. R., Mohammadi, M., Ibrahim, H. H., Khishe, M., Rashidi, S., & Ali, H. F. H. (2022). Prediction of Mode-I rock fracture toughness using support vector regression with metaheuristic optimization algorithms. Engineering Fracture Mechanics, 264, 108334.

[35]

Nejad, F. P., Jaksa, M. B., Kakhi, M., & McCabe, B. A. (2009). Prediction of pile settlement using artificial neural networks based on standard penetration test data. Computers and Geotechnics, 36(7), 1125-1133.

[36]

Njock, P. G. A., Shen, S. L., Zhou, A., & Lyu, H. M. (2020). Evaluation of soil liquefaction using AI technology incorporating a coupled ENN/ t-SNE model. Soil Dynamics and Earthquake Engineering, 130, 105988.

[37]

Pan, Y. T., Shi, G. C., Liu, Y., & Lee, F. H. (2018). Effect of spatial variability on performance of cement-treated soil slab during deep excavation. Construction and Building Materials, 188, 505-519.

[38]

Phong, T. V., Phan, T. T., Prakash, I., Singh, S. K., Shirzadi, A., Chapi, K., Ly, H. B., Ho, L. S., Quoc, N. K., & Pham, B. T. (2021). Landslide susceptibility modeling using different artificial intelligence methods: A case study at Muong Lay district, Vietnam. Geocarto International, 36 (15), 1685-1708.

[39]

Phoon, K. K., & Zhang, W. G. (2023). Future of machine learning in geotechnics. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 17(1), 7-22.

[40]

Reese, L. C., Isenhower, W. M., & Wang, S. T. (2005). Analysis and design of shallow and deep foundations ( Vol. 10). John Wiley & Sons.

[41]

Rezaei, H., Nazir, R., & Momeni, E. (2016). Bearing capacity of thinwalled shallow foundations: an experimental and artificial intelligencebased study. Journal of Zhejiang University-Science A, 17(4), 273-285.

[42]

Roboski, J., & Finno, R. J. (2006). Distributions of ground movements parallel to deep excavations in clay. Canadian Geotechnical Journal, 43 (1), 43-58.

[43]

Rumelhart, D. E., Hinton, G. E., & Williams, R. J. (1986). Learning representations by back-propagating errors. Nature, 323(6088), 533-536.

[44]

Saghatforoush, A., Monjezi, M., Shirani Faradonbeh, R., & Jahed Armaghani, D. (2016). Combination of neural network and ant colony optimization algorithms for prediction and optimization of flyrock and back-break induced by blasting. Engineering with Computers, 32(2), 255-266.

[45]

Samui, P. (2008). Support vector machine applied to settlement of shallow foundations on cohesionless soils. Computers and Geotechnics, 35(3), 419-427.

[46]

Samui, P., & Sitharam, T. G. (2011). Machine learning modelling for predicting soil liquefaction susceptibility. Natural Hazards and Earth System Sciences, 11(1), 1-9.

[47]

Sasmal, S. K., & Behera, R. N. (2023). Transient settlement estimation of shallow foundation under eccentrically inclined static and cyclic load on granular soil using artificial intelligence techniques. Geomechanics and Geoengineering, 18(6), 560-576.

[48]

Sayadi, A., Monjezi, M., Talebi, N., & Khandelwal, M. (2013). A comparative study on the application of various artificial neural networks to simultaneous prediction of rock fragmentation and backbreak. Journal of Rock Mechanics and Geotechnical Engineering, 5(4), 318-324.

[49]

Shahin, M. A. (2016). State-of-the-art review of some artificial intelligence applications in pile foundations. Geoscience Frontiers, 7(1), 33-44.

[50]

Singh, R., Umrao, R. K., Ahmad, M., Ansari, M. K., Sharma, L. K., & Singh, T. N. (2017). Prediction of geomechanical parameters using soft computing and multiple regression approach. Measurement, 99, 108-119.

[51]

Sou-Sen, L., & Hsien-Chuang, L. (2004). Neural-network-based regression model of ground surface settlement induced by deep excavation. Automation in Construction, 13(3), 279-289.

[52]

Wang, L., Wu, C. Z., Yang, Z. Y., & Wang, L. Q. (2023). Deep learning methods for time-dependent reliability analysis of reservoir slopes in spatially variable soils. Computers and Geotechnics, 159, 105413.

[53]

Wei, M. D., Meng, W. Z., Dai, F., & Wu, W. (2022). Application of machine learning in predicting the rate-dependent compressive strength of rocks. Journal of Rock Mechanics and Geotechnical Engineering, 14(5), 1356-1365.

[54]

Wu, C. Z., Hong, L., Wang, L., Zhang, R. H., Pijush, S., & Zhang, W. G. (2023). Prediction of wall deflection induced by braced excavation in spatially variable soils via convolutional neural network. Gondwana Research, 123, 184-197.

[55]

Xu, H., Zhou, J. G., Asteris, P., Jahed Armaghani, D., & Tahir, M. M. (2019). Supervised machine learning techniques to the prediction of tunnel boring machine penetration rate. Applied Sciences, 9(18), 3715.

[56]

Xu, W., Zhang, D. W., & Zhang, Q. B. (2022). Deformation behaviors and control indexes of metro-station deep excavations based on case histories. Tunnelling and Underground Space Technology, 122, 104400.

[57]

Yagiz, S., & Karahan, H. (2011). Prediction of hard rock TBM penetration rate using particle swarm optimization. International Journal of Rock Mechanics and Mining Sciences, 48(3), 427-433.

[58]

Yagiz, S., Gokceoglu, C., Sezer, E., & Iplikci, S. (2009). Application of two non-linear prediction tools to the estimation of tunnel boring machine performance. Engineering Applications of Artificial Intelligence, 22(4-5), 808-814.

[59]

Yan, H., Zhang, J. X., Zhou, N., Li, B. Y., & Wang, Y. Y. (2021). Crack initiation pressure prediction for SC-CO2 fracturing by integrated meta-heuristics and machine learning algorithms. Engineering Fracture Mechanics, 249, 107750.

[60]

Zhang, R. H., Wu, C. Z., Goh, A. T., Böhlke, T., & Zhang, W. G. (2021). Estimation of diaphragm wall deflections for deep braced excavation in anisotropic clays using ensemble learning. Geoscience Frontiers, 12(1), 365-373.

[61]

Zhang, W. G., Goh, A. T., & Xuan, F. (2015). A simple prediction model for wall deflection caused by braced excavation in clays. Computers and Geotechnics, 63, 67-72.

[62]

Zhang, W. G., Hou, Z. J., Goh, A. T., & Zhang, R. H. (2019). Estimation of strut forces for braced excavation in granular soils from numerical analysis and case histories. Computers and Geotechnics, 106, 286-295.

[63]

Zhang, W. G., Gu, X., Tang, L. B., Yin, Y. P., Liu, D. S., & Zhang, Y. M. (2022). Application of machine learning, deep learning and optimization algorithms in geoengineering and geoscience: Comprehensive review and future challenge. Gondwana Research, 109, 1-17.

[64]

Zhou, F. C., Zhou, P., Li, J. Y., Lin, J. Y., Ge, T. C., Deng, S. M., Ren, R., & Wang, Z. J. (2022). Deformation characteristics and failure evolution process of the existing metro station under unilateral deep excavation. Engineering Failure Analysis, 131, 105870.

[65]

Zhuang, Y., Cui, X. Y., & Hu, S. L. (2023). Numerical simulation and simplified analytical method to evaluate the displacement of adjacent tunnels caused by excavation. Tunnelling and Underground Space Technology, 132, 104879.

PDF (2312KB)

33

Accesses

0

Citation

Detail

Sections
Recommended

/