Journal of Transportation Infrastructure Engineering

Journal of Transportation Infrastructure Engineering

A Numerical and Data-Driven Assessment of Modular Flowerbox Systems for EnhancingFlowerbox Systems on the Stability of Urban Trenches in Arid Climates

Document Type : Research Paper

Authors
Department of Civil Engineering, Sha.C., Islamic Azad University, Shahrood, Iran.
Abstract
In this study, the performance of modular flowerbox systems as semi-structural and bio-sustainable stabilizing elements was evaluated for improving the geotechnical behavior and stability of urban trenches in arid climates. To this end, six representative urban trenches were selected and subjected to field monitoring. Geotechnical data including natural moisture content, wet density, Standard Penetration Test (SPT) results, internal friction angle, effective cohesion, and recorded settlements over a six-month period were collected and analyzed. Stability analysis was conducted using finite element modeling in PLAXIS. In addition, data-driven approaches including XGBoost, Random Forest, and Multilayer Perceptron (MLP) neural networks were employed to predict settlement and analyze soil behavior. Model input parameters were calibrated based on laboratory results and instrumentation data, and model performance was evaluated using 10-fold cross-validation. Numerical modeling results indicated that installation of modular flowerboxes reduced surface settlement by 38% (from an average of 12.5 mm to 7.75 mm) and increased the factor of safety by 37% (from 1.15 to 1.57). Due to the shallow trench geometry, the influence of surface structural elements was clearly reflected in stress redistribution and displacement patterns. A reduction in horizontal stress ranging from 9 kPa to 13 kPa, along with decreased lateral wall displacement, was also observed. In the data-driven analysis, the XGBoost algorithm achieved the highest predictive accuracy, with an RMSE of 1.87 mm and a coefficient of determination (R²) of 0.94, demonstrating strong agreement with field instrumentation data. The findings suggest that integrating bio-sustainable surface systems with numerical modeling and intelligent data-driven techniques provides an efficient, cost-effective, and reliable approach for enhancing the stability of urban trenches, particularly in sandy–silty soils of arid regions.
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Chen, T, & Guestrin, C. (2016). “XGBoost: A scalable tree boosting system”. In: Proceedings of the 22nd ACM SIGKDD International Conference on Knowledge Discovery and Data Mining, pp. 785–794. https://doi.org/10.1145/ 2939672.2939785. https://doi.org/10.1145/2939672.2939785
Bentéjac, C., Csörgő, A, & Martínez-Muñoz, G. (2021). “A comparative analysis of gradient boosting algorithms”. Artif. Intell. Rev., 54: 1937–1967. https://doi.org/10.1007/s10462-020-09896-5
Brinkgreve, R. B. J., Engin, E, & Swolfs, W. M. (2020). “PLAXIS 3D Reference Manual”. Bentley Systems.
Li, X., & Zhang, J. (2022). “AI-based geotechnical parameter estimation: Current trends and future directions”. Auto. Constr., 140: 104385. https://doi.org/10.1016/j.autcon.2022.104385
Pham, B. T., Prakash, I., & Singh, S. K. (2019). “Machine learning methods in geotechnical engineering”. Geotech. Eng. J. SEAGS & AGSSEA, 50(4): 44–53.
Ren, L., Wang, T., Seklouli, A. S., Zhang, H, & Bouras, A. (2023). “A review on missing values for main challenges and methods”. Inform. Syst., 119: 102268. https://doi.org/1 0.1016/j.is.2022.102268
Tavafoghi, H., et al. (2023). “Application of XGBoost and random forest for soil settlement prediction in urban excavations”. Comput. Geotech., 160: 105–115. https://doi.org/10.101 6/j.compgeo.2023.105515
Wang, Y., Su, F., Guo, Y., Yang, H., Ye, Z, & Wang, L. (2022). “Predicting the microbiologically induced concrete corrosion in sewer based on XGBoost algorithm”. Case Stud. Constr. Mater., 17: e01649. https://doi.org/10.1016/j.cscm.2022.e01649
Wu, H., Bian, K., Qiu, J., Ye, X., Chen, C., & Fu, B. (2019). “Prediction of foundation pit deformation based on genetic backpropagation neural network”. J. Comput. Meth. Sci. Eng., 19(3): 707–717. https://doi.org/10.3233/JCM-193889
Zhang, D., & Goh, A. T. C. (2016). “Multivariate adaptive regression spline model for prediction of pile capacity”. Geotech. Geolog. Eng., 34: 1057–1067. https://doi.org/10.1007/s10706-016-0030-0
Zhang, W. S., Yuan, Y., Long, M., Yao, R. H., Jia, L, & Liu, M. (2024). “Prediction of surface settlement around subway foundation pits based on spatiotemporal deep learning models”. Comput. Geotech., 168: 106149. https://doi.org/10.1016/j.compgeo.2023.106149
Zhou, Y., Li, S., Zhou, C., & Luo, H. (2019). “Intelligent approach based on random forest for safety risk prediction of deep foundation pit in subway stations”. J. Comput. Civ. Eng., 33(2): 05018004. https://doi.org/10.1061/(A SCE)CP.1943-5487.0000807

  • Receive Date 04 November 2025
  • Revise Date 23 April 2026
  • Accept Date 26 April 2026
  • Publish Date 22 May 2026