Shaking table tests of ultra-shallow embedded shield tunnels with ground-penetrating technology: preliminary results

Author:

Wang Qi12,Yuan Yong1,Yu Haitao1,Anastasopoulos Ioannis2

Affiliation:

1. Tongji University

2. Swiss Federal Institute of Technology (ETH), Zürich,

Publisher

The Japanese Geotechnical Society

Reference10 articles.

1. 1. Ding, W., Jin, Y., Zhao, W., Jiang, H., & Zhang, Y. (2014). A computational method for ground penetrating shield tunnel. In Tunneling and Underground Construction, 227-236.

2. 2. Hitonari, F., Tetsuya, N., & Masayoshi, I. (2009). URUP (ultra rapid under pass) method—the first shield tunneling method for launching and arrival at the ground level. In World Tunneling Congress. Budapest, Hungary, 112-116.

3. 3. Ishibashi, I. & Zhang, X. (1993). Unified dynamic shear moduli and damping ratios of sand and clay. Soils and foundations, 33, 182-191.

4. 4. Lu, H., Zhuo, F., Bai, Y. & Li, Q. S. (2014). Research on Key Techniques of Shield Construction in Mixed Ground. Applied Science, Materials Science and Information Technologies in Industry, 513-517, 3482-3488.

5. 5. Nakamura, T., & Hazama, H. (2010). URUP (Ultra Rapid under Pass) method the first implementation in a public project. In Australian Structural Engineering Conference, 1175-1180.

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