A Theoretical Model for the Circumferential Strain of Immersed Tunnel Elements Under Tidal Load

Author:

Wei Gang,Lu Shi-jie,Wang Zhe,Huang Xu

Funder

National Natural Science Foundation of China (CN)

Zhejiang Province Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference26 articles.

1. Anastasopoulos I, Gerolymos N, Drosos V, Georgarakos T, Kourkoulis R, Gazetas G (2008) Behaviour of deep immersed tunnel under combined normal fault rupture deformation and subsequent seismic shaking. Bull Earthq Eng 6(2):213–239

2. Aono T, Sumida K, Fujiwara R, Ukai A, Yamamura K, Nakaya Y (2003) Rapid stabilization of the immersed tunnel element. In: Proceedings of the coastal structures 2003 conference, Portland, Oregon, August, pp 394–404

3. Deng JL (2015) Control technology for towing and sinking of immersed tubes: case study on Shenjiamen Port Sub-sea Tunnel. Tunn Constr 35(9):914–919

4. Fung YC, Drucker DC (1980) Foundation of solid mechanics. Acta Mech Solida Sin 33(1):238

5. Grantz WC (2001a) Immersed tunnel settlements. Part 1: nature of settlements. Tunn Undergr Space Technol 16(3):195–201

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