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Response of operating metro tunnels to compensation grouting of an underlying large-diameter shield tunnel: A case study in Hangzhou

  • Published:2021-09 Issue: Volume: Page:
  • ISSN:2467-9674
  • Container-title:Underground Space
  • language:en
  • Short-container-title:Underground Space

Author:

Gan Xiaolu,Yu Jianlin,Gong Xiaonan,Hou Yongmao,Liu Nianwu,Zhu Min

Funder

National Natural Science Foundation of China

Science and Technology Commission of Shanghai Municipality

Zhejiang Province Science and Technology Department

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. Failure investigation at a collapsed deep excavation in sensitive organic soft clay;Chen;Journal of Performance of Constructed Facilities,2015

2. Deformation and stress characteristics of existing twin tunnels induced by close-distance EPBS under-crossing;Chen;Tunnelling and Underground Space Technology,2018

3. Characteristics and countermeasures of tunnel heave due to large-diameter shield tunneling underneath;Gan;Journal of Performance of Constructed Facilities,2019

4. Tunnelling and compensation grouting at Bond Street, London;Farrell;Proceedings of the Institution of Civil Engineers-Geotechnical Engineering,2015

5. Environmental effect and control of large diameter EPB shield tunneling below an operating airport;Huang;Journal of Aerospace Engineering,2015

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