Experiments on the seismic performance of Y-shape joints of subway stations built by enlarging two parallel shield tunnels

Author:

Liu Yi,Zhang Mingju,Li Pengfei,Wang Binghui,Wang Liyan,Yuan Pingping

Funder

National Natural Science Foundation of China

Natural Science Foundation of Beijing Municipality

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference41 articles.

1. Blom, C.B.M., 2002. Design Philosophy of Concrete Linings for Tunnels in Soft Soils. Delft University Press.

2. Full stress and displacement fields for steel-lined deep pressure tunnels in transversely anisotropic rock;Bobet;Tunn. Undergr. Space Technol.,2016

3. Full-scale testing and modeling of the mechanical behavior of shield TBM tunnel joints;Ding;Struct. Eng. Mech.,2013

4. Study of mechanical performance of metro station constructed by enlarging large diameter shield tunnel;Ding;Rock and Soil Mech.,2010

5. Development and application of the integrated sealant test apparatus for sealing gaskets in tunnel segmental joints;Ding;Tunn. Undergr. Space Technol.,2017

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