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Open Access

Predicted Calculating Method of Surface Subsidence Caused by Caisson Construction in Soft Soil

Xiaolei Xie1, Jinhui He1, Mingguang Li1( ), Honghua Tang2, Jinjian Chen1
Department of Civil Engineering, Shanghai Jiao tong University, Shanghai 200240, P. R. China
China Railway 24th Bureau Group Co Ltd., Shanghai 200433, P. R. China
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Abstract

Open caisson has been widely used in the construction of underground space in soft soil area, but the distribution of surface subsidence caused by its settlement process is not clear and there is no prediction method. Based on the background of a caisson project in Shanghai area and the calculation parameters of HSS model of typical soil layer in Shanghai, this paper simulates the sinking of circular caisson by finite difference method. Based on the systematic analysis and normalization study of 96 numerical results, a fast prediction method of surface settlement caused by caisson construction is put forward. This method can comprehensively consider the influence of sinking diameter B, sinking depth H and plug height h in the well on surface settlement. Finally, the ground settlement of 5 projects is predicted by this calculation method and compared with the measured data. The result shows that this method can well predict the ground settlement caused by the construction of caisson in soft soil area, and it can provide an effective method for quickly evaluating the environmental effects of caisson construction.

CLC number: TU91 Document code: A Article ID: 1673-0836(2024)01-0241-10

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Chinese Journal of Underground Space and Engineering
Pages 241-250

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Cite this article:
Xie X, He J, Li M, et al. Predicted Calculating Method of Surface Subsidence Caused by Caisson Construction in Soft Soil. Chinese Journal of Underground Space and Engineering, 2024, 20(1): 241-250. https://doi.org/10.20174/j.juse.2024.01.026

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Received: 26 June 2023
Published: 01 February 2024
© 2024 Chinese Journal of Underground Space and Engineering

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).