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    Data-Driven Deep-Learning Model for Predicting Jacking Force of Rectangular Pipe Jacking Tunnel 

    Source: Journal of Computing in Civil Engineering:;2025:;Volume ( 039 ):;issue: 003:;page 04025017-1
    Author(s): Yongsuo Li; Xiaoxuan Weng; Da Hu; Ze Tan; Kai Qi; Jing Liu
    Publisher: American Society of Civil Engineers
    Abstract: The advancement of computer technology has led to the increased utilization of new algorithms, such as machine learning, in various fields including underground engineering. The estimation of jacking force plays a critical ...
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    Surface Settlement Prediction of Rectangular Pipe-Jacking Tunnel Based on the Machine-Learning Algorithm 

    Source: Journal of Pipeline Systems Engineering and Practice:;2024:;Volume ( 015 ):;issue: 001:;page 04023061-1
    Author(s): Da Hu; Yongjia Hu; Shun Yi; Xiaoqiang Liang; Yongsuo Li; Xian Yang
    Publisher: ASCE
    Abstract: The construction disturbance mechanism of rectangular pipe-jacking tunnels is more intricate than that of circular tunnels, leading to potential issues such as excessive accumulation and deformation of the surrounding ...
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    Prediction of Ground Settlement of a Shield Tunnel Based on the Maxwell–Betti Power Interchange Theorem 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 012:;page 04023229-1
    Author(s): Da Hu; Xiaoqiang Liang; Yongsuo Li; Xian Yang; Yangkai Zhu
    Publisher: ASCE
    Abstract: To accurately predict ground settlement caused by shield tunnel construction, a prediction method of ground settlement considering the support effect of the tunnel lining structure is studied in this research. First, based ...
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