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ISSN

2661-3948(Online)

Article Processing Charges (APCs)

US$800

Publication Frequency

Quarterly

PDF

Published

2025-01-02

Issue

Vol 6 No 4 (2024): Published

Section

Articles

Research on the spatiotemporal effects of algorithms in predicting deformation of foundation pits

Ying Liu

Hebei University of Engineering


DOI: https://doi.org/10.59429/pest.v6i4.8442


Keywords: Foundation pits; Algorithms; Spatiotemporal effects


Abstract

This research investigates the spatiotemporal effects of algorithms in predicting the deformation of foundation pits, which are critical structures in construction. Accurate prediction of deformation is essential for ensuring safety and structural integrity during excavation and building processes.The study explores various algorithmic approaches, including machine learning techniques such as regression models, neural networks, and support vector machines, alongside traditional finite element analysis (FEA) and time series analysis. By employing spatial analysis techniques, such as interpolation and geographic information systems (GIS), the research delineates deformation patterns, while temporal analysis aids in forecasting future changes. Case studies demonstrate successful implementations of these predictive models, highlighting lessons learned and best practices.Despite advancements, challenges such as data quality, model complexity, and external influencing factors remain. Future directions include the development of hybrid modeling approaches and improved real-time data integration systems. Overall, this research contributes to enhancing predictive accuracy and risk mitigation strategies in foundation pit engineering.


References

[1] Wei Xing, Chen Rui, Cheng Shitao, et al. Rainfall stability analysis and deformation prediction of deep foundation pits in expansive soil areas of Chengdu [J]. Geotechnical Mechanics, 2024, 45 (S1): 525-534. DOI: 10.16285/j.rsm. 2022.0791

[2] L ü Linhai, Jiang Mingjie, Xie Zhongming, et al. Multi case analysis and deformation prediction formula for underground tunnels caused by excavation of foundation pits [J/OL]. Industrial Construction, 1-14 [2024 September 28] http://kns.cnki.net/kcms/detail/11.2068.TU.20240828.1402.001.html.

[3] Bao Wei, Xinzhe. Numerical simulation analysis of open-pit mine slope stability [ C ] / / Beijing Mechanics Society. Proceedings of the 28th Annual Conference of Beijing Mechanics Association ( II ). School of Mechanics and Building Engineering, China University of Mining and Technology ( Beijing ) ;,

2022: 4.

[4] Wang He. Slope stability analysis of Wushan copper-molybdenum mine based on information method and displacement monitoring prediction [ D ].Northeast University, 2021.

[5] Liu Cheng, Liu Yong, Rong Wenzheng, et al. Research on deformation prediction of foundation pit based on CNN Attention LSTM [C]//Process Control Professional Committee of the Chinese Society of Automation, Chinese Society of Automation. Proceedings of the 35th China Process Control Conference. School of Automation and Information Engineering, Sichuan University of Light Chemical Technology; Sichuan Key Laboratory of Artificial Intelligence;, 2024:1.DOI:10.26914/c.cnkihy.2024.020078.

[6] Mei Yuan, Zhang Miaomiao, Zhou Dongbo, et al. Deformation analysis of narrow deep foundation pits in Xi’an collapsible loess area [J]. Journal of Chongqing Jiaotong University (Natural Science Edition), 2024, 43 (07): 17-25.



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