Settlement Mode Analysis for An Immersed Tube Tunnel Considering A Nonuniform Foundation Under Tidal Load

Author:

Wang Yan-ning,Zhou Huan-zhu,Wang Le-chen

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Ocean Engineering,Renewable Energy, Sustainability and the Environment,Oceanography

Reference37 articles.

1. Bian, X., Hong, Z.S. and Ding, J.W., 2016. Evaluating the effect of soil structure on the ground response during shield tunnelling in Shanghai soft clay, Tunnelling and Underground Space Technology, 58, 120–132.

2. Chen, R., Wan, C.F., Xue, S.T. and Tang, H.S., 2005. Modification of motion equation of Timoshenko beam and its effect, Journal of Tongji University (Natural Science), 33(6), 711–715. (in Chinese)

3. Ding, J.H., Jin, X.L., Guo, Y.Z. and Li, G.G., 2006. Numerical simulation for large-scale seismic response analysis of immersed tunnel, Engineering Structures, 28(10), 1367–1377.

4. Ding, W.Q., Zhu, L., Peng, Y.C., Hu, J.P. and Chen, Y., 2013. 3D numerical analysis of immersed tunnels based on stratum-structure method, Chinese Journal of Geotechnical Engineering, 35(S2), 622–626. (in Chinese)

5. Gokce, A., Koyama, F., Tsuchiya, M. and Gencoglu, T., 2009. The challenges involved in concrete works of Marmaray immersed tunnel with service life beyond 100 years, Tunnelling and Underground Space Technology, 24(5), 592–601.

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