Basement excavation influences zones for deformation of the adjacent side tunnel

Author:

Huang ShengfengORCID,Chen ZhiboORCID,Jiang Tao,Xie Yongning,Lin Zhiyuan,Deng Yuchen

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference23 articles.

1. Chang CT, Sun CW, Duann SW, Hwang RN (2001) Response of a Taipei rapid transit system (TRTS) tunnel to adjacent excavation. Tunnell Undergr Space Technol 16(3):151–158

2. Chen F, Wang L, Zhang W (2019) Reliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties. Tunnell Undergr Space Technol 88:276–289

3. Chen R, Meng F, Li Z, Ye Y, Ye JJT, Technology, U. S (2016). “Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils.” 58, 224-235

4. Ding Z, Zhang X, Liang F, Cheng D, Wang L (2021) Research and prospects regarding the effect of foundation pit excavation on an adjacent existing tunnel in soft soil. China J Highway Trans 34(3):50–70

5. Feng, L (2014) “Study on deformation influence and control measures of subway shield tunnel by the side of excavation.” Master, South China University of Technology, Guangzhou, Guangdong, China (in Chinese)

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