Theoretical prediction of ground settlements due to shield tunneling in multi-layered soils considering process parameters-Reference-Cited by-同舟云学术

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Theoretical prediction of ground settlements due to shield tunneling in multi-layered soils considering process parameters

Published:2024-06 Issue: Volume:16 Page:29-43
ISSN:2467-9674
Container-title:Underground Space
language:en
Short-container-title:Underground Space

Author:

Cao Liqiang^ORCID,Chen Xiangsheng^ORCID,Lu Dechun,Zhang Dingli,Su Dong^ORCID

Funder

China Postdoctoral Science Foundation

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference41 articles.

1. Analysis of tunneling-induced ground movements using transparent soil models;Ahmed;Journal of Geotechnical and Geoenvironmental Engineering,2011

2. Negative skin friction on piles: A simplified analysis and prediction procedure;Alonso;Géotechnique,1984

3. Analytical solutions for shallow tunnels in saturated ground;Bobet;Journal of Engineering Mechanics,2001

4. Finite element modelling of tunnelling-induced displacements on framed structures;Boldini;Tunnelling and Underground Space Technology,2018

5. Correlation between the kinematics of a Tunnel Boring Machine and the observed soil displacements;Broere;Tunnelling and Underground Space Technology,2017

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Settlement transfer mechanism of CFG piles for strengthening high-speed railway subgrades induced by twin shield tunnelling undercrossing;Tunnelling and Underground Space Technology;2024-03

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