Mechanical Behavior of Single and Group Piles with a Low Cap Adjacent to Shield Tunneling in Composite Ground: Insights from Centrifugal Model Testing-Reference-Cited by-同舟云学术

Mechanical Behavior of Single and Group Piles with a Low Cap Adjacent to Shield Tunneling in Composite Ground: Insights from Centrifugal Model Testing

Published:2024-09-04 Issue: Volume: Page:
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Wu Tianhua,Gao Yongtao^ORCID,Huang Changfu,Zhou Yu,Li Jianwang

Funder

Key Technologies Research and Development Program

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s10706-024-02935-w.pdf

Reference79 articles.

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2. Cao LQ, Zhang DL, Shen X et al (2021) Horizontal mechanical responses of single pile due to urban tunnelling in multi-layered soils. Comput Geotech 135:104164. https://doi.org/10.1016/j.compgeo.2021.104164

3. Cao M, Ma S, Zhang J (2024) Numerical analysis study on the influence of shield cutting pile on the settlement of pile–soil composite foundation. Adv Civ Eng 2024:5345820. https://doi.org/10.1155/2024/5345820

4. Coutts DR, Wang J (2000) Monitoring of reinforced concrete piles under horizontal and vertical loads due to tunneling. In: Tunnels and underground structures Balkema, London, pp 514–546. https://www.taylorfrancis.com/chapters/edit/https://doi.org/10.1201/9780203734926-69

5. Finno RJ, Clough GW (1985) Evaluation of soil response to EPB shield tunneling. Int J Geotech Eng 111:155–173. https://doi.org/10.1061/(ASCE)0733-9410(1985)111:2(155)