Elastic analysis of ground movements around a tunnel considering a buoyant lining moving upwards-Reference-Cited by-同舟云学术

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Elastic analysis of ground movements around a tunnel considering a buoyant lining moving upwards

Published:2019-03-18 Issue:8 Volume:43 Page:1562-1575
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int J Numer Anal Methods Geomech

Author:

Liu Chenhui¹²^ORCID,Bezuijen Adam²³,Yang Min¹,Cachim Paulo⁴

Affiliation:

1. Department of Geotechnical EngineeringTongji University Shanghai 200092 China

2. Department of Civil EngineeringGhent University Technologiepark 68 9052 Ghent Belgium

3. Geo‐engineeringDeltares Delft The Netherlands

4. RISCO & Department of Civil EngineeringUniversity of Aveiro 3810‐193 Aveiro Portugal

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.2902

Reference18 articles.

1. Subsidence owing to tunnelling. I. Estimating the gap parameter

2. Analytical Prediction for Tunneling-Induced Ground Movements in Clays

3. Analytical solution for tunnelling-induced ground movement in clays

4. Complex Variable Solutions for Tunneling-Induced Ground Movement

5. Finite element analysis of tunnel–soil–pile interaction using displacement controlled model

Cited by 3 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. Investigation of the pressure distributions around quasi-rectangular shield tunnels in soft soils with a shallow overburden: A field study;Tunnelling and Underground Space Technology;2022-12

2. Behaviours of existing shield tunnels due to tunnelling underneath considering asymmetric ground settlements;Underground Space;2022-10

3. Influence of water-rich tunnel by shield tunneling on existing bridge pile foundation in layered soils;Journal of Central South University;2021-08

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