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• W4309471526 endingPage "113114" @default.
• W4309471526 startingPage "113114" @default.
• W4309471526 abstract "This paper presents a theoretical model to evaluate the time-dependent behaviour of an immersed tube tunnel by considering the changes in soil properties over time. The proposed model simplifies the tunnel as a Timoshenko beam on a Vlasov foundation with a stiffness change. Subsequently, the partial differential equation for calculating the stress and deformation of the immersed tube tunnel was derived. A new approach to solving this partial differential equation is proposed, which is different from the existing solution in the literature. The proposed model can analyse the joint force transmission characteristics of an immersed tube tunnel. This was verified by the field-observed settlement data of the immersed tube tunnel of the Hong Kong-Zhuhai-Macao transportation pass. The results show that the calculated results of the proposed model are consistent with the measured data, and the structural stress of semi-rigid elements can be quantitatively analysed by calculating the settlement of elements caused by flexible and rigid joints and the vertical differential settlement of joints." @default.
• W4309471526 created "2022-11-28" @default.
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• W4309471526 date "2022-12-01" @default.
• W4309471526 modified "2023-09-28" @default.
• W4309471526 title "Modelling the performance of immersed tunnel via considering variation of subsoil property" @default.
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• W4309471526 doi "https://doi.org/10.1016/j.oceaneng.2022.113114" @default.
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