Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (S1): 377-388.doi: 10.16285/j.rsm.2024.1298

• Geotechnical Engineering • Previous Articles     Next Articles

Intelligent prediction of sinking of super-large anchorage caisson foundation based on soil pressure at cutting edges

CAI Qi-hang1, 2, DONG Xue-chao2, 3, GUO Ming-wei2, 3, LU Zheng2, 3, XU An4, JIANG Fan4   

  1. 1. School of Earth Science and Engineering, North China University of Water Resources and Electric Power, Zhengzhou, Henan 450046, China; 2. State Key Laboratory of Geomechanics and Geotechnical Engineering safty, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 3. University of Chinese Academy of Sciences, Beijing 100049, China; 4. China Railway Bridge and Tunnel Technology Co. Ltd., Nanjing, Jiangsu 210061, China
  • Received:2024-10-22 Accepted:2025-01-24 Online:2025-08-08 Published:2025-08-28
  • Supported by:
    This work was supported by the General Program of National Natural Science Foundation of China (42077262).

Abstract: The caisson foundation is widely used in large bridge projects due to its high overall stiffness and strong bearing capacity. The key to successful sinking construction is to maintain a safe and stable sinking process. Accurately predicting the sinking rate and tilt degree of the caisson foundation during soil excavation is crucial for effective sinking control. During the sinking process, extensive real-time monitoring data of soil pressure at the cutting edge are collected. These data exhibit high dimensionality, and the underlying mechanisms linking soil pressure to sinking rate and tilt degree are complex, posing challenges for traditional analytical methods. Therefore, the extra trees algorithm from machine learning is employed to establish a sinking state prediction model. This model extracts temporal and spatial features from the monitoring data, captures the complex relationships between cutting edge soil pressure and sinking behavior, and enables intelligent prediction of sinking rate and tilt degree. The model was applied to the northern anchor caisson project of the Zhangjinggao Yangtze River Bridge, with model evaluation parameters calculated to verify prediction accuracy. Additionally, the extra trees algorithm was compared with other common machine learning methods, and the influence of model parameters on prediction accuracy was analyzed. Results show that the established model achieves high prediction accuracy, with R2 values consistently greater than 0.9 in engineering applications, meeting project requirements. The extra trees algorithm outperforms other machine learning methods, and prediction accuracy improves with an increased number of individual decision trees and greater maximum tree depth. These findings provide valuable reference for controlling sinking rates and tilt degrees in similar caisson foundation projects.

Key words: caisson foundation, sinking rate prediction, tilt degree prediction, soil pressure under cutting edges, machine learning, extra tree, Zhang-Jing-Gao Yangtze River Bridge

CLC Number: 

  • U446.2
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