Study on the Effect of Adjacent Construction of Large Diameter Shield Tunnels on Ancient Building in Soft Soil
DOI: 10.23977/jceup.2024.060317 | Downloads: 24 | Views: 791
Author(s)
Zhou Junhong 1, Yan Jiajia 2
Affiliation(s)
1 Ningbo Rail Transit Group Corporation Limited, Ningbo, China
2 Power China Huadong Engineering Corporation Limited, Hangzhou, China
Corresponding Author
Yan JiajiaABSTRACT
Shield tunnel construction can cause soil disturbance, further cause adjacent structure appear deformation. In order to clarify the effect of adjacent construction of large diameter shield tunnel on ancient buildings in soft soil, a three-dimensional numerical model contained structure and soil was establishing. The effect of double line shield tunnel construction on the deformation of adjacent ancient buildings was studied. The result shows that, the method of simultaneously reinforcing the surrounding area of the tunnel and the bottom of the building can significantly reduce the effect of shield tunnel construction on the deformation of adjacent ancient building. It is recommended to adopt the method of reinforcing the inside and outside of shield tunnels in the project to ensure safety.
KEYWORDS
Shield tunnels; Ancient Building; Through construction; Soft soilCITE THIS PAPER
Zhou Junhong, Yan Jiajia, Study on the Effect of Adjacent Construction of Large Diameter Shield Tunnels on Ancient Building in Soft Soil. Journal of Civil Engineering and Urban Planning (2024) Vol. 6: 141-145. DOI: http://dx.doi.org/10.23977/jceup.2024.060317.
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